SIMPLIFIED EVALUATION METHOD ABOUT EFFECT OF LIQUEFACTION COUNTERMEASURE FOR THE GRID-FORM DEEP MIXING WALLS
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- UCHIDA Akihiko
- R&D Institute, Takenaka Corporation
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- TSUKUNI Shoichi
- Takenaka Civil Engineering & Construction
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- AKASHI Tatsuo
- Faculty of Urban Life Studies, Tokyo City Univ.
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- OHASHI Masamiki
- National Institute for Land and Infrastructure Management
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- ARAI Hiroshi
- National Institute for Land and Infrastructure Management
Bibliographic Information
- Other Title
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- 格子状地中壁工法の液状化対策効果に関する簡易評価シート
- コウシジョウ チチュウ カベコウホウ ノ エキジョウカ タイサク コウカ ニ カンスル カンイ ヒョウカ シート
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Description
The grid-form deep mixing walls method is one of the liquefaction countermeasure methods. In order to design the grid-form deep mixing walls, it is necessary to carry out seismic response analysis with FEM model based on the result of soil investigations. Few geotechnical engineers can design the method because it is difficult to conduct of the analysis.<br>In this report, the simplified evaluation tool is introduced that the effect of the liquefaction countermeasure can be judged. To confirm the effectiveness of the tool, Dcy values considered the effect of grid-form walls are compared with settlements of centrifuge model tests.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 20 (46), 921-924, 2014
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390001205172394624
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- NII Article ID
- 130004699482
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 025857566
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed