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COLLAPSE MECHANISM OF STEEL PILES IN LIQUEFIED SOIL BASED ON CENTRIFUGAL TESTS OF SUPERSTRUCTURE-PILE FOUNDATION AND LIQUEFIED SOIL SYSTEM WITH HIGH HEIGHT-TO-WIDTH ASPECT RATIO OF BUILDING

机译：基于超高度宽度纵横比的超大桩基与液化土壤离心机液化土钢桩在液化土壤中的折叠机制

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Yoshihiro KIMURA; Moeko MATOBA; Shuji TAMURA;
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1. Viscous fluid characteristics of liquefied soils and behavior of piles subjected to flow of liquefied soils [J] . Jae-Ik Hwang, Chang-Yeop Kim, Choong-Ki Chung, Soil Dynamics and Earthquake Engineering . 2006,第2a4期

机译：液化土的粘性流体特性和液化土的流动特性
2. Pele 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 [J] . Yuji Miyamoto, Atsunobu Fukuoka, Naohito Adachi 日本建築学会构造系論文集 . 1997,第494期

机译：饱和土层中桩基液化土离心模型试验中惯性和运动相互作用引起的贝利响应及其分析研究
3. A new numerical approach to the design of foundation piles in laterally spreading liquefied soils [J] . Sami Montassar, Patrick de Buhan, Alain Pecker International Journal of Computer Applications in Technology . 2009,第1期

机译：横向分布液化土中基础桩设计的一种新的数值方法
4. FIXITY OF PILE FOUNDATIONS IN SEISMICALLY LIQUEFIED SOILS FOR BUCKLING CALCULATIONS - AN EIGENVALUE ANALYSIS [C] . Hu Jingtao Innovation, practice, safety . 2008

机译：地震液化土中桩基础的屈曲计算-特征值分析
5. Inertial and lateral spreading demands on soil-pile-structure systems in liquefied and laterally spreading ground during earthquakes. [D] . Chang, Dongdong. 2007

机译：在地震过程中，液化和横向扩展地面上的土桩结构系统的惯性和横向扩展需求。
6. Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor [O] . Yonghong Wang, Xueying Liu, Mingyi Zhang, 2020

机译：基于硅压阻传感器的PHC管桩穿透引起桩-土界面超孔隙水压力的现场测试
7. CUMULATIVE DAMAGE EVALUATION FOR COLLAPSE OF STEEL PILE IN LIQUEFIED SOIL SUBJECTED TO MULTIPLE EARTHQUAKES BASED ON CENTRIFUGAL TESTS OF SUPERSTRUCTURE-PILE FOUNDATION AND LIQUEFIED SOIL SYSTEM [O] . Moeko MATOBA, Yoshihiro KIMURA, Shuji TAMURA 2021

机译：基于超大桩基桩基与液化土壤中液化土壤液化土壤液化土钢桩坍塌损伤评价

COLLAPSE MECHANISM OF STEEL PILES IN LIQUEFIED SOIL BASED ON CENTRIFUGAL TESTS OF SUPERSTRUCTURE-PILE FOUNDATION AND LIQUEFIED SOIL SYSTEM WITH HIGH HEIGHT-TO-WIDTH ASPECT RATIO OF BUILDING

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