PILE FOUNDATION RESPONSE IN LIQUEFIABLE SOIL DEPOSIT DURING STRONG EARTHQUAKES : Centrifugal test for pile foundation model and correlation analysis
Author:
Affiliation:
1. Kobori Research Complex Kajima Corporation
2. California Institute of Technology
3. Visiting Faculty California Institute of Technology
Publisher
Architectural Institute of Japan
Link
https://www.jstage.jst.go.jp/article/aijsx/439/0/439_KJ00004085680/_pdf
Cited by 8 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Fundamental Study on Response Properties of Structures Constructed on Lunar Regolith;Open Journal of Earthquake Research;2024
2. Numerical analysis on seismic behavior of soil around pile group by 3D effective stress finite element method;Soils and Foundations;2022-04
3. EFFECTS OF RC PILE DAMAGE ON STRUCTURE BEHAVIOR BASED ON LIQUEFACTION TESTS USING LARGE SCALE SHEAR BOX;Journal of Structural and Construction Engineering (Transactions of AIJ);2009
4. CENTRIFUGE MODELING OF A SOIL-PILE-STRUCTURE SYSTEM DURING SEISMIC GROUND LIQUEFACTION;Doboku Gakkai Ronbunshu;1998-06-21
5. PILE RESPONSE INDUCED BY INERTIAL AND KINEMATIC INTERACTION IN LIQUEFIED SOIL DEPOSIT : Centrifuge model test for pile foundation in saturated sand layers and its analytical study;Journal of Structural and Construction Engineering (Transactions of AIJ);1997
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