Centrifugal Model Test on Deformation Control of Embankment and Surrounding Ground by Using Composite Ground Improvement
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- HASHIMOTO Hijiri
- Civil Engineering Research Institute for Cold Region, PWRI
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- HAYASHI Hirochika
- Civil Engineering Research Institute for Cold Region, PWRI
Bibliographic Information
- Other Title
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- 複合型地盤改良による盛土および周辺地盤の変形抑制効果に関する遠心力載荷模型実験
- フクゴウガタ ジバン カイリョウ ニ ヨル モリツチ オヨビ シュウヘン ジバン ノ ヘンケイ ヨクセイ コウカ ニ カンスル エンシンリョクサイカ モケイ ジッケン
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Abstract
<p>In this paper, Dynamic centrifuge model tests were conducted to understand the effects of different cross-sections and unconfined compression strength of Composite ground improvement on the deformation of embankments and surrounding ground in response to Level-2 seismic motion. The result of dynamic centrifuge model experiment, we verified that Composite ground improvement can be expected to control the deformation of the surrounding ground against Level-2 seismic motion under the experimental conditions. However, the deformation control effect of the embankment depends on the cross section and strength of the shallow improvement.</p>
Journal
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- Journal of the Society of Materials Science, Japan
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Journal of the Society of Materials Science, Japan 71 (1), 10-15, 2022-01-15
The Society of Materials Science, Japan
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Details 詳細情報について
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- CRID
- 1390572266306161280
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- NII Article ID
- 130008143180
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- NII Book ID
- AN00096175
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- ISSN
- 18807488
- 05145163
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- NDL BIB ID
- 031955052
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed