{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1363388845343396352.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1680/geot.1965.15.2.139"}},{"identifier":{"@type":"URI","@value":"https://www.icevirtuallibrary.com/doi/pdf/10.1680/geot.1965.15.2.139"}}],"dc:title":[{"@value":"Effects of Earthquakes on Dams and Embankments"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1380004236854089991","@type":"Researcher","foaf:name":[{"@value":"N. M. Newmark"}],"jpcoar:affiliationName":[{"@value":"University of Illinois, Urbana, Illinois"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"00168505"},{"@type":"EISSN","@value":"17517656"},{"@type":"PISSN","@value":"http://id.crossref.org/issn/00168505"}],"prism:publicationName":[{"@value":"Géotechnique"}],"dc:publisher":[{"@value":"Emerald"}],"prism:publicationDate":"1965-06","prism:volume":"15","prism:number":"2","prism:startingPage":"139","prism:endingPage":"160"},"reviewed":"false","url":[{"@id":"https://www.icevirtuallibrary.com/doi/pdf/10.1680/geot.1965.15.2.139"}],"createdAt":"2009-10-20","modifiedAt":"2025-07-24","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360004229800582528","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Triggering and runaway processes of catastrophic Tsaoling landslide induced by the 1999 Taiwan Chi-Chi earthquake, as revealed by high-velocity friction experiments"}]},{"@id":"https://cir.nii.ac.jp/crid/1360017279847158400","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures"}]},{"@id":"https://cir.nii.ac.jp/crid/1360017280659986304","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Effects of slope instability on coseismic landslide susceptibility during earthquakes"}]},{"@id":"https://cir.nii.ac.jp/crid/1360021390554549376","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"The influence of pulse-like ground motion caused by the directivity effect on landslide triggering"}]},{"@id":"https://cir.nii.ac.jp/crid/1360025429419164928","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Incorporating Effects of Slope Units and Sliding Areas into Seismically Induced Landslide Risk Modeling in Tectonically Active Mountainous Areas"}]},{"@id":"https://cir.nii.ac.jp/crid/1360025431120486656","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Absorbing boundary conditions in material point method adopting perfectly matched layer theory"}]},{"@id":"https://cir.nii.ac.jp/crid/1360285707483899904","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"LEAP-GWU-2015 experiment specifications, results, and comparisons"}]},{"@id":"https://cir.nii.ac.jp/crid/1360285711089766784","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Deformation–failure mechanism of saturated fill slopes due to resonance phenomena based on 1<i>g</i> shaking-table tests"}]},{"@id":"https://cir.nii.ac.jp/crid/1360567182460608640","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Seismic displacement along a log-spiral failure surface with crack using rock Hoek–Brown failure criterion"}]},{"@id":"https://cir.nii.ac.jp/crid/1360568467225771008","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Dynamic centrifuge model tests and material point method analysis of the impact force of a sliding soil mass caused by earthquake-induced slope failure"}]},{"@id":"https://cir.nii.ac.jp/crid/1360572092426991872","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Cyclic shear property and seismic runout analysis for pumice fall deposit"}]},{"@id":"https://cir.nii.ac.jp/crid/1360576118820164864","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Parametric study of structural parameters affecting seismic stability in slopes reinforced by pile-anchor structures"}]},{"@id":"https://cir.nii.ac.jp/crid/1360588380129500800","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Surface wave monitoring using ambient noise for detecting temporal variations in underground structures in landslide area"}]},{"@id":"https://cir.nii.ac.jp/crid/1360848656242979584","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Regional landslide susceptibility following the Mid NIIGATA prefecture earthquake in 2004 with NEWMARK’S sliding block analysis"}]},{"@id":"https://cir.nii.ac.jp/crid/1360848656243041536","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Regional landslide susceptibility following the 2016 Kumamoto earthquake using back-calculated geomaterial strength parameters"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861704762875136","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Initiation process of tension cracks in soil embankment on liquefied sandy ground investigated from centrifuge model test"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861707119252096","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Seismic stability of embankments with different densities and upstream conditions related to the water level"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861707136982144","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Seismic probabilistic risk estimation of Japanese railway embankments and risk-based design strength of soil and reinforcement"}]},{"@id":"https://cir.nii.ac.jp/crid/1361131418661439488","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"The Takanodai Landslide, Kumamoto, Japan: Insights from Post-Earthquake Field Observations, Laboratory Tests, and Numerical Analyses"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204609874048","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SHAKE TABLE TESTS ON RESIDUAL DEFORMATION OF SANDY SLOPES DUE TO CYCLIC LOADING"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204610050304","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic Performance of Simple Slopes."}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204610081024","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Impulsive failure experiments on V-shaped sloping embankment models."},{"@language":"ja-Kana","@value":"Impulsive Failure Experiments on V shap"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204610125312","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"An analytical solution for Newmark's sliding block."},{"@value":"An Analytical Solution for Newmark′s Sliding Block"},{"@language":"ja-Kana","@value":"Analytical Solution for Newmark s Slidi"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204610171264","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Geotechnical Simulation Test for the Nikawa Landslide Induced by January 17, 1995 Hyogoken-Nambu Earthquake."}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204610415232","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Reliability of cut slopes under seismic loading."},{"@language":"ja-Kana","@value":"Reliability of Cut Slopes under Seismic"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204611915392","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC DISPLACEMENT OF A GEOSYNTHETIC-REINFORCED WALL IN THE 1995 HYOGO-KEN NAMBU EARTHQUAKE"},{"@value":"Seismic Displacement of a Geosynthetic-Reinforced Wall in the l995 Hyogo-ken Nambu Earthquake"},{"@value":"Seismic displacement of a geosynthetic-reinforced soil retaining wall in the Hyogo-ken Nanbu-Earthquake"},{"@value":"Seismic displacement of a geosynthetic-reinforced wall in the Hyogo-Ken Nambu earthquake"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204612034048","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic analysis and behaviour of gravity retaining walls - The case of Kalamata harbour quaywall."},{"@language":"ja-Kana","@value":"Seismic Analysis and Behaviour of Gravi"},{"@value":"Seismic Analysis and Behaviour of Gravity Retaining Walls — The Case of Kalamata Harbour Quaywall"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204612178560","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Sliding-Block back analysis of Earthquake-Induced Slides."}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204665170816","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDY ON DIP SLOPE FAILURE AT HIGASHI TAKEZAWA INDUCED BY 2004 NIIGATA-KEN CHUETSU EARTHQUAKE"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204665512704","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SIMPLIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED RESIDUAL DISPLACEMENT OF GEOSYNTHETIC REINFORCED SOIL RETAINING WALLS"},{"@value":"Simplified procedure to evaluate earthquake-induced residual displacements of geosynthetic-reinforced soil retaining walls"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204665629952","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"RELIABILITY-BASED SEISMIC DEFORMATION ANALYSIS OF REINFORCED SOIL SLOPES"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204665650944","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SLOPE FAILURES AT YOKOWATASHI AND NAGAOKA COLLEGE OF TECHNOLOGY DUE TO THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE AND THEIR ANALYTICAL CONSIDERATIONS"},{"@value":"SLOPE FAILURES AT YOKOWATASHI AND NAGAOKA COLLEGE OF TECHNOLOGY DUE TO THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE AND THEIR ANALYTICAL CONSIDERATIONS(<Special Issue>Geotechnical Disasters in 2004 and 2005)"},{"@value":"Slope failures at Yokowatashi and Nagaoka College of Technology due to the Niigata-ken Chuetsu earthquake and their analytical considerations"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204665733760","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A MODIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED DISPLACEMENT OF SLOPES CONTAINING A WEAK LAYER"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204666039680","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EARTH PRESSURES UNDER SEISMIC CONDITIONS"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204666492160","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A STUDY TO EVALUATE THE SEISMIC RESPONSE OF ROAD EMBANKMENTS"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204666520448","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EXPERIMENTAL MODELING OF LARGE PILE GROUPS IN SLOPING GROUND SUBJECTED TO LIQUEFACTION-INDUCED LATERAL FLOW: 1-G SHAKING TABLE TESTS"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204666660864","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC BEARING CAPACITY OF A RIGID FOOTING ADJACENT TO A COHESIONLESS SLOPE"},{"@value":"Seismic bearing capacity of a rigid footing adjacent to a slope"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204667561984","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"NEW DESIGN METHOD ON BEARING CAPACITY OF RUBBLE MOUND OF COMPOSITE BREAKWATER WITH CONSIDERATION OF DEFORMATION"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205117704192","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A SEISMIC RISK ASSESSMENT PROCEDURE FOR GRAVITY TYPE QUAY WALLS"},{"@language":"ja","@value":"重力式岸壁の地震リスク評価法"},{"@language":"ja-Kana","@value":"Seismic Risk Assessment Procedure for Gravity Type Quay Walls"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205201789952","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A seismic response calculation of the landslide considering the effect of the excess pore water pressure-Simulation for the landslide in Higashi-Takezawa, old Yamakoshi village-"},{"@language":"ja","@value":"過剰間隙水圧の影響を考慮した地すべりの地震応答解析―旧山古志村東竹沢地すべりをモデルとして―"},{"@language":"ja-Kana","@value":"カジョウ カンゲキ スイアツ ノ エイキョウ オ コウリョシタ ジスベリ ノ ジシン オウトウ カイセキ キュウ ヤマコシムラ ヒガシタケザワ ジスベリ オ モデル ト シテ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205212199552","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"異なる補強材を用いたジオグリッド補強土擁壁の模型振動台実験"},{"@language":"en","@value":"Shaking table model tests on reinforced soil retaining walls by using different geo-grid models"},{"@language":"ja-Kana","@value":"コトナル ホキョウザイ オ モチイタ ジオグリッド ホキョウド ヨウヘキ ノ モケイ シンドウダイ ジッケン"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205212279552","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC LIFE CYCLE COST ANALYSIS OF GEOSYNTHETICS REINFORCED AND UNREINFORCED EARTH SLOPE"},{"@language":"ja","@value":"無補強盛土と補強盛土のレベルＩＩ地震時ライフサイクルコストの算定"},{"@language":"ja-Kana","@value":"ムホキョウ モリツチ ト ホキョウ モリツチ ノ レベル Ⅱ ジシンジ ライフサイクルコスト ノ サンテイ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205213916800","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Development of a procedures to evaluate earthquake-induced residual displacements of geosynthetics reinforced soil retaining wall and its application to case history"},{"@language":"ja","@value":"補強土擁壁の地震時変位量計算手法の構築及び実被害事例への適用"},{"@language":"ja-Kana","@value":"ホキョウド ヨウヘキ ノ ジシンジ ヘンイリョウ ケイサン シュホウ ノ コウチク オヨビ ジツ ヒガイ ジレイ エ ノ テキヨウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205252663552","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EVALUATION OF FRAGILITY CURVE BY USE OF DAMAGE DEGREE BASED ON PERFORMANCE OF EMBANKMENT DURING EARTHQUAKE"},{"@language":"ja","@value":"地震時における盛土の被災程度に応じたフラジリティー曲線の評価に関する一考察"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205252747264","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"DEVELOPMENT OF ENERGY APPROACH FOR EARTHQUAKE-INDUCED SLOPE DISPLACEMENT"},{"@language":"ja","@value":"エネルギー法による地震時斜面変形量評価法の開発"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205252835200","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"AN APPROACH ON THE EARTHQUAKE MOTION DETERMINATION BASED ON MICROTREMOR MEASUREMENT ALONG THE EXPRESSWAY"},{"@language":"ja","@value":"常時微動計測に基づく高速道路盛土の入力地震動設定法の検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205254486528","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC PERFORMANCE OF EXPRESSWAYS BASED ON SEISMIC STABILITY EVALUATION OF EMBANKMENT"},{"@language":"ja","@value":"盛土の耐震診断に基づく高速道路の通行機能の耐震性評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205254905728","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"ANALYSIS OF SEISMIC DISPLACEMENTS OF SLOPES APPLIED VIBRATORY CONVEYANCE THEORY"},{"@language":"ja","@value":"振動輸送理論を応用した地震時斜面のすべり変位解析"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205254947200","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"多層構造を有する斜面の地震時永久変形の簡易評価手法とその適用性"},{"@language":"en","@value":"PROPOSAL OF THE METHOD TO EVALUATE PERMANENT DEFORMATION FOR THE MULTI-LAYERED SLOPE AND ITS APPLICATION"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205255290240","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"経験的サイト増幅・位相特性を考慮した線状構造物における地震動の推定とその応用－2007年能登半島地震での道路被災を例に－"},{"@language":"en","@value":"STRONG MOTION ESTIMATION ALONG THE LINE STRUCTURE BASED ON EMPIRICAL SITE AMPLIFICATION AND PHASE EFFECTS AND ITS APPLICATIONS -THE CASE OF THE NOTO TOLLROAD FOR THE 2007 NOTO HANTO EARTHQUAKE-"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205255657856","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"PREDICTION OF POTENTIAL LANDSLIDE SITES-FROM THE VIEWPOINT OF GEOLOGY AND GEOMORPHOLOGY-"},{"@language":"ja","@value":"地すべり・崩壊の発生場所予測―地質と地形からみた技術の現状と今後の展開―"},{"@value":"PREDICTION OF POTENTIAL LANDSLIDE SITES"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205255887488","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"ECONOMIC EVALUATION OF REINFORCED EARTH SLOPES USING LIFE CYCLE COST UNDER SEISMIC CONDITION"},{"@language":"ja","@value":"ライフサイクルコストを用いた地震時の補強盛土の経済的評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205256560256","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"擁壁の地震時変位量評価手法と鋼矢板による耐震補強効果の検証"},{"@language":"en","@value":"Study on effect of embedment of sheetpile for aseismic countermeasure of retaining wall"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205258254464","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"模型実験による地震時斜面崩壊開始エネルギー閾値の評価と実崩壊事例との対比"},{"@language":"en","@value":"Model tests on threshold energy for slope failure and associated case studies"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205308491136","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"ANALYSIS OF PERMANENT GROUND DEFORMATION DUE TO LIQUEFACTION WITH DISTINCT ELEMENT MODEL"},{"@language":"ja","@value":"個別要素モデルを用いた液状化地盤の永久変形解析"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205309599232","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EXPECTED SETTLEMENT OF BREAKWATER INDUCED BY HIGH WAVE FORCE"},{"@language":"ja","@value":"波圧作用時における防波堤基礎の支持力不足に伴う沈下量の計算法"},{"@language":"ja-Kana","@value":"ハアツ サヨウジ ニ オケル ボウハテイ キソ ノ シジリョク ブソク ニ トモナウ チンカリョウ ノ ケイサンホウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205310278272","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"AN APPROACH TO SEISMIC PERMANENT DISPLACEMENT OF SLOPES"},{"@language":"ja","@value":"斜面の地震時永久変位推定の一手法"},{"@language":"ja-Kana","@value":"Approach to Seismic Permanent Displacement of Slopes"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205349106560","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"盛土の耐震性評価における地震動の影響と残留変位量の簡易推定法について"},{"@language":"en","@value":"EFFECTS OF SEISMIC GROUND MOTION AND SIMPLE ESTIMATION METHOD ON SEISMIC PERFORMANCE EVALUATION OF ROAD EMBANKMENTS"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205351329536","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"水平で堅固な基礎地盤上に築かれた均質な盛土構造物の地震時滑動量の簡易評価手法に関する研究"},{"@language":"en","@value":"STUDY ON THE SIMPLE EVALUATION METHOD OF SLIDING DISPLACEMENT OF UNIFORM EMBANKMENT ON RIGID BEDROCK DURING EARTHQUAKES"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205356827904","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"FUNDAMENTAL RESEARCH ABOUT SEISMIC BEHAVIOR OF EMBANKMENT AFFECTED BY SEEPAGE WATER"},{"@language":"ja","@value":"浸透水の影響を受けた盛土の地震時挙動に関する基礎的研究"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205601275264","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"THE RESPONSE OF MASS-ON-ROUGH-PLANE MODEL DUE TO EARTHQUAKES"},{"@language":"ja","@value":"粗い剛床上の一質点系の地震時応答について"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205602808704","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"AN EXPERIMENTAL STUDY ON SLIDING RIGID BODY IN WATER DURING EARTHQUAKES"},{"@language":"ja","@value":"水中剛構造物の模型振動実験による地震時滑動と動水圧の研究"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205602984704","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"DYNAMIC FAILURE MECHANISM OF ROCKFILL DAM MODELS COMPOSED OF REGULARLY ARRANGED CIRCULAR PARTICLES"},{"@language":"ja","@value":"円形粒子の規則的配列をもつロックフィルダム模型の動的破壊機構"},{"@language":"ja-Kana","@value":"エンケイ リュウシ ノ キソクテキ ハイレツ オ モツ ロックフィルダム モケ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205605354624","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EVALUATION OF HORIZONTAL MOVEMENTS OF MASONRY WALL,“TSUKIISHIBU”,UNDER DYNAMIC HORIZONTAL LOAD"},{"@language":"ja","@value":"石垣築石部の水平動的荷重時の水平移動量評価"},{"@value":"石垣築石部の水平動的荷重時の水平移動量評価 : もたれ擁壁型小型模型の振動実験"},{"@language":"ja-Kana","@value":"イシガキ チクセキブ ノ スイヘイ ドウテキ カジュウジ ノ スイヘイ イドウリョウ ヒョウカ : モタレ ヨウヘキガタ コガタ モケイ ノ シンドウ ジッケン"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205764619392","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Analysis of the behavior of embankment dams under seismic loading"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001277352441088","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SPH ANALYSIS OF PROGRESSIVE SLOPE FAILURE INDUCED BY EARTHQUAKE GROUND MOTION"},{"@language":"ja","@value":"地震時の進行型斜面崩壊を対象としたSPH解析"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001288083243264","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"グラウンドアンカーの抵抗・破壊メカニズムを考慮した斜面の地震時残留変位量評価法の提案"},{"@language":"en","@value":"PROPOSAL OF A PROCEDURE TO EVALUATE EARTHQUAKE INDUCED RESIDUAL DISPLACEMENT OF SLOPE CONSIDERING RESISTANCE AND FRACTURE MECHANISM OF GROUND ANCHOR"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001288156800000","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EXPERIMENTAL STUDY ON EFFECT AND DESIGN METHODOLOGY OF ASEISMIC REINFORCEMENT FOR EXISTING LEANING TYPE RETAINING WALL"},{"@language":"ja","@value":"既設もたれ壁の耐震補強効果および設計手法に関する実験的研究"}]},{"@id":"https://cir.nii.ac.jp/crid/1390003825178241792","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Determination of Residual Strength of Soils for Slope Stability Analysis: State of the Art Review"}]},{"@id":"https://cir.nii.ac.jp/crid/1390010292494248704","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"<b>Seismic Design of Embankments in Consideration of Damage Process during Earthquakes</b>"}]},{"@id":"https://cir.nii.ac.jp/crid/1390016880936426624","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"INFLUENCE OF EMBANKMENT CONDITIONS ON SLOPE STABILITY: A COMPREHENSIVE STUDY"},{"@language":"ja","@value":"条件の違いが盛土の滑動崩落に与える影響に関する一考察"}]},{"@id":"https://cir.nii.ac.jp/crid/1390019058251752832","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Bayesian Network Based Probabilistic Modelling of Earthquake Induced Landslides"}]},{"@id":"https://cir.nii.ac.jp/crid/1390019058251770368","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Regional scale assessment of the seismic performance of natural slopes"}]},{"@id":"https://cir.nii.ac.jp/crid/1390019058251776128","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A general SPH framework for earthquake-induced landslide simulation"}]},{"@id":"https://cir.nii.ac.jp/crid/1390019058251842944","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Numerical investigation on the modal properties of slopes"}]},{"@id":"https://cir.nii.ac.jp/crid/1390023328278838016","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"剛塑性応答をプリプロセスに用いた計測震度の修正案 ―2023年トルコ・カフラマンマラシュ地震による検証例―"},{"@language":"en","@value":"PROPOSAL OF MODIFIED JMA SEISMIC INTENSITY USING RIGID-PLASTIC RESPONSE AS PRE-PROCESSING: VERIFICATION FROM THE 2023 KAHRAMANMARAS TURKEY EARTHQUAKE"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679586422528","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Liquefaction potential evaluated from cyclic strain-controlled properties tests on sands."}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679587162112","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"PREDICTION METHOD FOR LIQUEFACTION-INDUCED SETTLEMENT OF EMBANKMENT WITH REMEDIAL MEASURE BY DEEP MIXING METHOD"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679587475328","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Evaluation of earthquake-induced sliding in rockfill dams."},{"@value":"Evaluation of earthquake-induced sliding in rockfi.il dams"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679587995008","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Comparative study on static and dynamic sliding behaviors of slopes based on small and large deformation theories."},{"@language":"ja-Kana","@value":"Comparative Study on Static and Dynamic"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679588698496","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Analysis on permanent deformation of embankments caused by earthquakes."}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679588703616","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A probabilistic analysis of seismically induced permanent movements in earth dams."},{"@language":"ja-Kana","@value":"Probabilistic Analysis of Seismically I"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679589011584","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Prediction of earthquake-induced deformation of earth dams."},{"@language":"ja-Kana","@value":"Prediction of Earthquake Induced Deform"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679641666304","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"TECHNICAL TRANSITION OF EARTH STRUCTURES FOR SHINKANSEN"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679641676160","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"NUMERICAL METHODS"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679642273280","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC ANALYSIS OF THE GARMROOD EMBANKMENT DAM WITH ASPHALTIC CONCRETE CORE"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679642275584","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EFFECTS OF HORIZONTAL AND VERTICAL SEISMIC LOADS ON THE BEARING CAPACITY OF A SURFACE FOOTING ADJACENT TO A SLOPE"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679642286208","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A SIMPLIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED RESIDUAL DISPLACEMENTS OF CONVENTIONAL TYPE RETAINING WALLS"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679642296448","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"CURRENT STATUS OF DUCTILITY DESIGN OF ABUTMENT FOUNDATIONS AGAINST LARGE EARTHQUAKES"},{"@value":"A new nonlinear hysteretic rule for Winkler type soil-pile interaction springs that considers loading pattern dependency"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679643522304","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"REEXAMINATION OF MONONOBE-OKABE THEORY OF GRAVITY RETAINING WALLS USING CENTRIFUGE MODEL TESTS"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679643822336","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC EARTH PRESSURE EXERTED ON RETAINING WALLS UNDER A LARGE SEISMIC LOAD"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679644054272","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"NUMERICAL MODELING OF AN EARTHQUAKE-INDUCED LANDSLIDE CONSIDERING THE STRAIN-SOFTENING CHARACTERISTICS AT THE BEDDING PLANE"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680177768960","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A study on evaluation of seismic impact for landslide and effectiveness of prevention works"},{"@language":"ja","@value":"地震動が地すべりに与える影響の評価と地すべり防止施設の効果に関する研究"},{"@language":"ja-Kana","@value":"ジシンドウ ガ ジスベリ ニ アタエル エイキョウ ノ ヒョウカ ト ジスベリ ボウシ シセツ ノ コウカ ニ カンスル ケンキュウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680177889408","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Energy-based evaluation on travel distance of seismically failed slope debris and its application to case histories"},{"@language":"ja","@value":"地震時斜面崩壊における土塊流動距離のエネルギー的評価法と実崩壊例への適用"},{"@language":"ja-Kana","@value":"ジシンジ シャメン ホウカイ ニ オケル ドカイ リュウドウ キョリ ノ エネルギーテキ ヒョウカホウ ト ジツ ホウカイレイ エ ノ テキヨウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680229430528","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A FRAGILITY INFORMATION-CONTAINED METHOD TO EVALUATE SEISMIC RISK CONSIDERING OCCURRENCE PROBABILITY OF THE WHOLE POTENTIAL EARTHQUAKES"},{"@language":"ja","@value":"起こり得る全ての地震の発生確率を考慮した構造物の脆弱性情報を内在化する地震リスク評価方法"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680229510912","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"FUTURE VIEWS ON SEISMIC PERFORMANCE-BASED DESIGN, REINFORCEMENT AND MANAGEMENT OF ROAD EMBANKMENT"},{"@language":"ja","@value":"道路盛土の耐震性能評価の方向性に関する考察"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680230238592","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A STUDY ON THE RANGE OF SLOPE FAILURES DUE TO EARTHQUAKES"},{"@language":"ja","@value":"地震時における斜面の崩壊範囲に関する一考察"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680231321728","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"PROBLEMS ON GEOTECHNICAL INVESTIGATION FOR SEISMIC PERFORMANCE EVALUATION"},{"@language":"ja","@value":"耐震性検討のための地盤調査と調査結果の解釈についての課題"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680231754624","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC RISK ASSESSMENT OF FILL DAMS CONSIDERING EARTHQUAKE-INDUCED SLIDING DEFORMATION"},{"@value":"地震時残留変形量を考慮したフィルダムの地震リスク評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680233058048","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A simple calculation method of the natural frequencyconsidering the shape of embankments"},{"@language":"ja","@value":"形状を考慮した簡便な盛土の固有周波数算定式"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680284928384","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EVALUATION OF SEISMIC FORCE ACTING ON EMBANKMENT DAMS AND ITS SIMPLIFIED PREDICTION PROCEDURE"},{"@language":"ja","@value":"フィルダムに作用する地震力およびその簡易推定法"},{"@language":"ja-Kana","@value":"フィル ダム ニ サヨウスル ジシンリョク オヨビ ソノ カンイ スイテイホウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680285721728","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"AN EVALUATION METHOD OF EFFECTIVE EARTHQUAKE ACCELERATION BASED ON SLIP DISPLACEMENTS"},{"@language":"ja","@value":"滑動量を指標とした有効地震加速度の一評価手法について"},{"@language":"ja-Kana","@value":"カツドウリョウ オ シヒョウ ト シタ ユウコウ ジシン カソクド ノ イチヒ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326180352","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"等価1自由度モデルを用いた盛土の地震時非線形挙動の評価"},{"@language":"en","@value":"EQUIVALENT SINGLE DEGREE OF FREEDOM METHOD FOR NONLINEAR DYNAMIC ANALYSIS OF EMBANKMENT"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326414464","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"PRELIMINARY STUDY ON EVALUATION OF FAILURE RANGE AT RESIDENTIAL FILL SLOPES DUE TO THE PAST LARGE SCALE EARTHQUAKES"},{"@language":"ja","@value":"ケーススタディに基づく大規模地震による宅地造成斜面の崩壊範囲の評価に関する基礎的検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326445824","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDY ON EFFECTS OF SEISMIC GROUND MOTION ON SLIDING RESIDUAL DISPLACEMENT OF ROAD EMBANKMENTS"},{"@language":"ja","@value":"盛土の地震時残留変位に及ぼす地震動の影響に関する一考察"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326489216","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Fundamental study on a simple evaluation method of seismic safety of road embankment structures"},{"@language":"ja","@value":"道路盛土構造物の地震時安全性簡易評価手法に関する基礎的研究"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680327738880","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"地震時盛土の引張破壊を考慮した拡張有限要素法によるクラック進展解析"},{"@language":"en","@value":"CRACK PROPAGATION IN SOIL EMBANKMENT BASED ON X-FEM CONSIDERING TENSILE FAILURE MODE"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680328032512","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"CASE STUDIES FOR EARTHQUAKE-INDUCED PERMANENT DISPLACEMENTS OF EMBANKMENT SLOPES"},{"@value":"地震時盛土斜面の不安定性評価手法による事例検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680328115584","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SIMPLE METHODOLOGY TO SEISMIC DAMAGE ESTIMATION OF RAILWAY EMBANKMENT"},{"@language":"ja","@value":"鉄道盛土の地震被害簡易推定手法の提案"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680331448320","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"CALCULATION METHOD OF SEISMIC RESIDUAL DISPLACEMENT OF SLOPES USING SPENCER'S METHOD"},{"@language":"ja","@value":"Spencer法に基づいた斜面の地震時残留変位量の算定法"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680331844096","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"軟岩のせん断破壊後の強度変形特性のモデル化と斜面の地震時すべり安定性評価への適用"},{"@language":"en","@value":"MODELING OF STRENGTH AND DEFORMATION CHARACTERISTICS AFTER SHEAR FAILURE OF SOFT ROCK AND APPLICATION TO EVALUATION OF SEISMIC STABILITY OF SLOPES AGAINST SLIDING"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680332787968","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"グラウンドアンカーの補強効果に着目した急勾配斜面の大型振動台実験とNewmark法による検証解析"},{"@language":"en","@value":"LARGE SCALE SHAKING TABLE MODEL TEST ON FAILURE MECHANISM OF GROUND ANCHORS USED FOR REINFORCEMENT OF STEEP SLOPE"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680332920832","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"不飽和土の繰返し弾塑性構成式を用いた三相系多孔質体理論に基づく盛土の地震応答解析"},{"@language":"en","@value":"DYNAMIC ANALYSIS OF EMBANKMENT BASED ON THREE PHASE POROUS MEDIA THEORY USING ELASTO-PLASTIC CONSTITUTIVE MODEL FOR UNSATURATED SOIL"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680333877120","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"広域的な地震時斜面崩壊危険度図の作成方法"},{"@language":"en","@value":"EARTHQUAKE-INDUCED LANDSLIDE SUSCEPTIBILITY MAP OVER A WIDE AREA"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680577085824","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A STUDY ON THE PLANNING AND MANAGING OF JAPAN'S LONG-SPAN SUSPENSION BRIDGE"},{"@language":"ja","@value":"わが国における長径間吊橋の計画に関する研究"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680577985280","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"MEASUREMENT OF THE JMA MAGNITUDE WITH SLIP DISPLACEMENT"},{"@language":"ja","@value":"滑り変位による地震のマグニチュードの測定"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680579809024","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"ON ASSESSMENT OF SEISMIC DISPLACEMENT OF A SLOPE"},{"@language":"ja","@value":"斜面の安定問題における地震時すべり変位について"},{"@language":"ja-Kana","@value":"シャメン ノ アンテイ モンダイ ニ オケル ジシンジスベリ ヘンイ ニ ツイ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680614134144","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"国土数値情報を利用した地震時斜面崩壊危険度予測"},{"@language":"en","@value":"EARTHQUAKE-INDUCED SLOPE FAILURE POTENTIAL MAPPING USING THE DIGITAL NATIONAL LAND INFORMATION"},{"@language":"ja-Kana","@value":"コクド スウチ ジョウホウ オ リヨウシタ ジシンジ シャメン ホウカイ キケ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680740518784","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Case studies of road embankments with and without damage by the 2011 off the Pacific coast of Tohoku earthquake"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680741019264","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A simple procedure to directly estimate yield acceleration for seismic slope stability assessment"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282763012753152","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"<b>Evaluation of Equivalent Single-degree-of-freedom Method for Nonlinear Dynamic Response Analysis of Embankments</b>"}]},{"@id":"https://cir.nii.ac.jp/crid/1390285697591162112","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDY ON GENERATION MECHANISM OF OPEN CRACKS IN THE SOIL EMBANKMENT UNDERLYING LIQUEFIABLE SOIL GROUND"},{"@language":"ja","@value":"液状化地盤上の盛土における引張クラック発生メカニズムについての一考察"}]},{"@id":"https://cir.nii.ac.jp/crid/1390293788343289600","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC BEHAVIOUR AND STABILITY ASSESSMENT METHOD OF QUAY WALLS CONSTRUCTED WITH CEMENT-TREATED SOIL"},{"@language":"ja","@value":"固化処理土で構築された岸壁の地震時挙動と安定性評価手法の検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390296288051181184","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Formulation of seismic active earth pressure coefficient considering adhesive force on back face of retaining wall and cohesion along failure plane in backfill soil"},{"@language":"ja","@value":"擁壁背面の付着力と背面地盤内すべり面上の粘着力を考慮した地震時主働土圧算定式"}]},{"@id":"https://cir.nii.ac.jp/crid/1390300533228462336","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Rigid and flexible slope under near-fault pulse ground motions: acceleration records versus synthetic wavelets"}]},{"@id":"https://cir.nii.ac.jp/crid/1390300533228464256","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Centrifuge shake table tests on damage process and failure mode of embankments with different slope gradient"}]},{"@id":"https://cir.nii.ac.jp/crid/1390300533228484096","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Spring-Supported Newmark Model (SSNM) for Earthquake-Induced Slope Failure"}]},{"@id":"https://cir.nii.ac.jp/crid/1390300533228518912","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic displacement as an acceleration couple: a beam analog in earthquake engineering"}]},{"@id":"https://cir.nii.ac.jp/crid/1390300533228554880","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Estimation of Newmark displacement of homogeneous soil slopes from static factor of safety and ground motion parameters"}]},{"@id":"https://cir.nii.ac.jp/crid/1390304803255538048","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"パルス性地震動の特性と斜面に生じる永久変位の関係：特性化モデル波による検討"},{"@language":"en","@value":"RELATIONSHIP BETWEEN THE CHARACTERISTICS OF PULSE-LIKE SEISMIC MOTION AND PERMANENT DISPLACEMENT ON SLOPES: A STUDY USING CHARACTERISTIC MODEL WAVES"}]},{"@id":"https://cir.nii.ac.jp/crid/1390306672261085440","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"COSEISMIC FAILURE ANALYSIS OF EMBANKMENTS USING 3D EARTHQUAKE RESPONSE AND CRACK PROPAGATION ANALYSIS METHOD [Translated Paper]"}]},{"@id":"https://cir.nii.ac.jp/crid/1390307435436960512","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"降伏変位を滑り開始条件としたSS-Newmark法による斜面滑り計算と設計への適用"},{"@language":"en","@value":"SS-Newmark Method for earthquake-induced slope failures employing slide-triggering yield displacement and its design application"}]},{"@id":"https://cir.nii.ac.jp/crid/1390564227305812864","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A PRACTICAL METHOD FOR SLIDING DISPLACEMENT EVALUATION OF RAILWAY EMBANKMENT CONSIDERING DYNAMIC RESPONSE CHARACTERISTICS OF EMBANKMENT AND ITS SLIDING BLOCK"},{"@language":"ja","@value":"盛土本体と滑動部の振動特性を考慮した鉄道盛土の実用的な滑動変位量の算定手法"}]},{"@id":"https://cir.nii.ac.jp/crid/1390564227305892480","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"INVESTIGATION OF EFFECTS OF SUBMARINE LANDSLIDE DURATION ON TSUNAMIS―RELATED TO THE YAEYAMA EARTHQUAKE IN 1771 WITH TSUNAMI PROPAGATION ANALYSIS―"},{"@language":"ja","@value":"1771年八重山地震における海底地すべり継続時間の影響評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390564238027082752","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"南阿蘇村高野台地区に分布する火山灰質地盤の地震時安定性評価"},{"@language":"en","@value":"Seismic stability evaluation of volcanic soil at Takanodai, Minamiaso village, Kumamoto"}]},{"@id":"https://cir.nii.ac.jp/crid/1390573242440736512","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Evaluation of slope stability and displacement by Energy-based Newmark method using earthquake energy: A research note"},{"@language":"ja","@value":"エネルギーNewmark法による地震時斜面滑り発生と滑り変位量の簡易評価：ノート"}]},{"@id":"https://cir.nii.ac.jp/crid/1390574212771126528","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic Deformation of Earth Dams: A State-of-the-art Review"}]},{"@id":"https://cir.nii.ac.jp/crid/1390575130486961024","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"PREDICTION OF SLOPE FAILURE DURING THE 2018 HOKKAIDO EASTERN IBURI EARTHQUAKE BASED ON MACHINE LEARNING"},{"@language":"ja","@value":"機械学習に基づく2018年北海道胆振東部地震における斜面崩壊の推定"}]},{"@id":"https://cir.nii.ac.jp/crid/1390578669724307712","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SS-NEWMARK MODEL FOR EARTHQUKE-INDUCED SLOPE FAILURE"},{"@language":"ja","@value":"バネ支持Newmark法による地震時斜面滑り計算"}]},{"@id":"https://cir.nii.ac.jp/crid/1390582008205180032","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading"}]},{"@id":"https://cir.nii.ac.jp/crid/1390582008205198720","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Slope stability under seismic actions considering directionality effects"}]},{"@id":"https://cir.nii.ac.jp/crid/1390845713068162304","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"ANALYSIS OF COLLAPSE BEHAVIOR OF SLOPE MODEL BY SHAKING TABLE TEST UNDER 1G FIELD AND APPLICABILITY OF NEWMARK METHOD"},{"@language":"ja","@value":"1G場での振動実験に基づく斜面模型の崩壊挙動の分析とNewmark法の適用性"}]},{"@id":"https://cir.nii.ac.jp/crid/1390846609824102272","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A SIMPLE AND PRACTICAL SEISMIC FRAGILITY CURVE ESTIMATION METHOD OF UNREINFORCED AND REINFORCED EMBANKMENT"},{"@language":"ja","@value":"無補強・補強盛土の実用的で簡易な地震時フラジリティ曲線推定方法"},{"@language":"ja-Kana","@value":"ムホキョウ ・ ホキョウ モリツチ ノ ジツヨウテキ デ カンイ ナ ジシンジ フラジリティ キョクセン スイテイ ホウホウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390848250124380032","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Residential instability caused by earthquake-induced degradation of volcanic ash cohesive soils"},{"@language":"ja","@value":"火山灰質粘性土の地震時繰返し軟化に基づく住宅基礎地盤の変状の考察"}]},{"@id":"https://cir.nii.ac.jp/crid/1390851728700678656","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDY ON EFFICIENT CONSTRUCTION METHOD OF RAILWAY EMBANKMENT DATABASE FOR SEISMIC PERFORMANCE ASSESSMENT"},{"@language":"ja","@value":"鉄道盛土の挙動特性データベースを用いた地震時性能の効率的な把握手法の提案"}]},{"@id":"https://cir.nii.ac.jp/crid/1390855665663518464","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"NATIONAL SEISMIC RISK MAP OF RAILWAY EMBANKMENTS USING RECENT EARTHQUAKE HISTORY"},{"@language":"ja","@value":"最近の地震履歴を用いた鉄道盛土の全国地震リスクマップ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390863395968910080","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A STUDY ON THE SEISMIC BEHAVIOR OF LEANING-TYPE RETAINING WALLS REINFORCED AT THE BOTTOM WITH SOIL NAILING TECHNIQUE"},{"@language":"ja","@value":"地山補強材で壁体下部を補強したもたれ壁の地震時挙動に関する一考察"}]},{"@id":"https://cir.nii.ac.jp/crid/1390863395968912128","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EFFECT OF SEISMIC WAVE AMPLITUDE AND FREQUENCY CHARACTERISTICS ON RESIDUAL DISPLACEMENT ON SLOPES"},{"@language":"ja","@value":"地震波の振幅と振動数特性が斜面に生じる残留変位に及ぼす影響"}]},{"@id":"https://cir.nii.ac.jp/crid/1390863483181903104","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic sliding analysis of slopes with partially saturated sandy soil"}]},{"@id":"https://cir.nii.ac.jp/crid/1390863483181904384","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Quick estimation of critical acceleration of slopes through a single prediction equation"}]},{"@id":"https://cir.nii.ac.jp/crid/1390868361812038400","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"エネルギーNewmark法による任意の地震波に対する斜面滑りの統一的評価と適用"},{"@language":"en","@value":"Unified slope displacement evaluation for arbitrary earthquake waves using Energy-Based Newmark Method and its application"}]},{"@id":"https://cir.nii.ac.jp/crid/1390869390142666880","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"<b>Shake Table Test and Numerical Simulation on Verification for Seismic Stability of Railway Embankments Taking into Account Damage Process</b>"}]},{"@id":"https://cir.nii.ac.jp/crid/2051433317008512000","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Landslides triggered by an earthquake and heavy rainfalls at Aso volcano, Japan, detected by UAS and SfM-MVS photogrammetry"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1680/geot.1965.15.2.139"},{"@type":"CROSSREF","@value":"10.1002/2013gl059169_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1186/s40645-018-0169-6_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.15.225_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jsceja.64.421_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.70.395_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jsceseee.19.131s_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.68.542_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.5030/jcigsjournal.22.191_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.46.751_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.73.174_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.2000.645_91_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.2002.717_13_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2017.04.019_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejam.72.i_227_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.40.35_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.9.721_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.73.23_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.74.177_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.75.i_667_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.77.4_i_284_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2219/rtriqr.59.2_142_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.75.167_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.5030/jcigsjournal.36.1_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.7831/ras.10.0_138_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.sandf.2022.101160_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1007/s10064-022-03015-0_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-2-04_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-2-05_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-7-01_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-7-06_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejj.23-13126_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejj.23-13133_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-2-02_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-27-01_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-4-01_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-7-08_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1007/s10064-023-03514-8_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejj.24-13504_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3390/rs16183517_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.5610/jaee.25.13_23_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2025.109219_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.21.45_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1139/cgj-2017-0385_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.50.261_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.62.722_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejam.69.i_457_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_1018_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.63.677_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3313/jls.47.121_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3313/jls.48.288_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.46.477_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.50.877_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1993.459_103_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1990.422_313_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1987.380_235_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1985.356_237_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1987.380_223_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.16.3_51_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.49.287_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.47.999_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v04.j24_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.75.316_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.13.171_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2219/rtriqr.63.1_56_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejoe.78.2_i_589_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.18.151_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.50.413_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejf.65.50_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.44.4_53_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jsceja.64.705_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.65.857_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejf.65.529_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.62.736_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.65.506_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.69.491_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3130/aijs.77.303_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.5030/jcigsjournal.23.201_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.24.3_1_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1987.388_197_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.29.1_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.43.6_91_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.75.i_770_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.sandf.2019.08.004_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2021.106588_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2021.106789_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.78.4_i_646_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejj.23-24004_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejj.24-13470_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2219/rtriqr.66.4_227_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.enggeo.2024.107706_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1007/s10346-017-0833-8_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1007/s10346-019-01171-1_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.76.4_i_96_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.65.162_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.70.135_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.65.977_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.65.456_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_304_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.5030/jcigsjournal.25.189_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.2.197_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1985.358_113_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1990.424_271_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.1988.397_1_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscej.2000.659_1_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.40.6_61_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejc.63.269_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.49.153_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.50.533_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.51.929_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.twn-08_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.74.439_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.17.125_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejj.23-00083_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2022.107444_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.sandf.2020.11.007_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2022.107507_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-18-04_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-27-03_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-8-09_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-7-03_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-8-05_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.20.271_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1061/9780784481486.011_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.32.2_45_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.23.4_126_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.29.3_152_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.46.377_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.49.909_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgs.10.235_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/jgssp.lbn-02_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.5030/jcigsjournal.34.43_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3313/jls.44.39_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.7831/ras.8.0_46_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.31.3_97_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.24.4_49_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.48.641_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.50.659_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.50.817_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1960.9.4_33_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3130/aijs.60.59_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejge.74.1_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.75.i_60_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.45.5_1_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.31.47_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.35.2_85_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.65.149_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jsceja.66.799_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2017.05.018_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.38.3_201_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.47.219_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.49.249_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.3208/sandf.51.379_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejam.70.i_659_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.72.i_733_references_DOI_Mzx6y4cFVRPizFEd0PUOfq8pRaE"}]}