DEFORMATION ANALYSIS OF LIQUEFIED GROUND AROUND UNDERGROUND STRUCTURE POST ACTION OF SEISMIC MOTION
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- OHYA Yousuke
- 港湾空港技術研究所 地震防災研究領域
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- KOHAMA Eiji
- 港湾空港技術研究所 地震防災研究領域
Bibliographic Information
- Other Title
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- 地下構造物周辺の液状化地盤を対象とした地震動作用後の変形解析
Abstract
<p> Local subsidence damage on the airport taxiway right over the ground nearby the underground structure occurred during the 2011 off the Pacific coast of Tohoku Earthquake. The authors have clarified the relationship between accumulated shear strain in the ground and the amount of local subsidence of ground surface caused by the dynamic interaction between the ground and the underground structure from the results of shake table tests of a large model in 1g gravitational field in which an underground structure model was installed in a sandy ground. It was confirmed that seismic response analysis can reproduce the strain histories of the ground around the underground structure obtained from shake table test. In this study, a deformation analysis method for evaluating ground surface subsidence associated with dissipation of excess pore water pressure post action of seismic motion is discussed.</p>
Journal
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- Japanese Journal of JSCE
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Japanese Journal of JSCE 79 (18), n/a-, 2023
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390297670107089920
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- ISSN
- 24366021
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed