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Behaviour of Pile Group behind a Sheet Pile Quay Wall Subjected to Liquefaction-Induced Large Ground Deformation Observed in Shaking Test in E-Defense Project

机译：桩基背后的行为在液化项目中液化诱导的液化诱导的大地变形中观察到的电子防御工程中的大型地面变形

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Ramin Motamed; Ikuo Towhata; Tsuyoshi Honda; Susumu Yasuda; Kentaro Tabata; Hiroshi Nakazawa;
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1. BEHAVIOUR OF PILE GROUP BEHIND A SHEET PILE QUAY WALL SUBJECTED TO LIQUEFACTION-INDUCED LARGE GROUND DEFORMATION OBSERVED IN SHAKING TEST IN E-DEFENSE PROJECT [J] . Ramin Motamed, Ikuo Towhata, Tsuyoshi Honda, Soils and foundations . 2009,第3期

机译：电子防御项目振动试验中液化引起大地基变形的板式码头墙下桩组性能
2. BEHAVIOUR OF PILE GROUP BEHIND A SHEET PILE QUAY WALL SUBJECTED TO LIQUEFACTION-INDUCED LARGE GROUND DEFORMATION OBSERVED IN SHAKING TEST IN E-DEFENSE PROJECT [J] . HIROSHI NAKAZAWA, IKUO TOWHATA, KENTARO TABATA, Soils and foundations . 2009,第3期

机译：电子防御项目振动试验中液化引起大地基变形的板桩码头墙后的桩组行为
3. EXPERIMENTAL MODELING OF LARGE PILE GROUPS IN SLOPING GROUND SUBJECTED TO LIQUEFACTION-INDUCED LATERAL FLOW: 1-G SHAKING TABLE TESTS [J] . Ramin Motamed, Vlatko Sesov, Ikuo Towhata, Soils and foundations . 2010,第2期

机译：液化诱导侧向流动的滑坡大桩群实验模拟：1-G振动台试验
4. Shaking table tests on seismic behavior of sheet pile quay walls subjected to backfill liquefaction [C] . T. Mizutani, I.Towhata, K.Anai Eleventh Asian Regional Conference on Soil Mechanics and Geotechnical Engineering Vol.1, Aug 16-20, 1999, Seoul/Korea . 1999

机译：填土液化对板桩码头墙抗震性能的振动台试验
5. Evaluation of the performance of piled bridge abutments affected by liquefaction-induced ground deformations through centrifuge tests and numerical analysis tools. [D] . Armstrong, Richard James. 2010

机译：通过离心试验和数值分析工具评估受液化引起的地面变形影响的桩桥式桥台的性能。
6. Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response [O] . Bingxiang Yuan, Rui Chen, Jun Teng, -1

机译：被动桩对3D地面变形和主动桩响应的影响
7. Experimental Modeling of Large Pile Groups in Sloping Ground Subjected to Liquefaction-Induced Lateral Flow: 1-G Shaking Table Tests [O] . Ramin Motamed, Vlatko Sesov, Ikuo Towhata, 2010

机译：倾斜地面大桩基对液化引起的横向流动的实验建模：1-G振动台试验

Behaviour of Pile Group behind a Sheet Pile Quay Wall Subjected to Liquefaction-Induced Large Ground Deformation Observed in Shaking Test in E-Defense Project

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