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DEVELOPMENT OF METHOD FOR EVALUATING DEGREE OF COMPACTION IN EXISTING EMBANKMENT BASED ON RESULTS OF CONE PENETRATION TEST ON COMPACTED SOIL WITH DIFFERENT ENERGY
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- NOMURA Hideo
- 基礎地盤コンサルタンツ(株)
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- SUZUKI Motoyuki
- 山口大学大学院理工学研究科社会建設工学専攻
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- SUGISHITA Yusuke
- 戸田建設(株)広島支店
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- SUGIMURA Naoki
- 山口大学大学院理工学研究科
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- OTANI Naoki
- 山口大学大学院理工学研究科
Bibliographic Information
- Other Title
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- 簡易動的コーン貫入試験による締固めエネルギーの異なる既設盛土の締固め度の推定
Description
The collapse of aged embankment has recently occurred owing to torrential rain. To prevent disaster due to such collapse, it is important to check the safety of the embankment. However, it is difficult to examine details of embankments because of cost and time constraints. Therefore, we aim for developing an inspection method which can be easily applied for a lot of embankments. The proposed method utilized dynamic cone penetration test for estimating the degree of compaction in the embankment. This paper describes the scheme of method for evaluating the degree of compaction of decomposed granite used as fill material in Chugoku region. Consequently the practical charts between the penetration resistance measured at a certain depth and the corresponding degree of compaction are established for different levels of compaction energy.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering)
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Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 70 (2), 199-212, 2014
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205355864320
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- NII Article ID
- 130004961981
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- ISSN
- 21856516
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed