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Effects of System Compliance on Liquefaction Behavior of Thin Sandy Layer in Undrained Cyclic Triaxial Tests

机译：系统依从性对不涉及循环三轴试验中薄砂层液化行为的影响

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Jianliang Deng; Yukika Miyashita; Takeshi Sato; Reiko Kuwano; Junichi Koseki;
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年度 2011
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1. EFFECTS OF SYSTEM COMPLIANCE ON LIQUEFACTION BEHAVIOR OF THIN SANDY LAYER IN UNDRAINED CYCLIC TRIAXIAL TESTS [J] . Jianliang Deng, Yukika Miyashita, Takeshi Sato, Soils and foundations . 2011,第3期

机译：系统顺应性对不循环三轴试验薄砂层液化行为的影响
2. EFFECTS OF SYSTEM COMPLIANCE ON LIQUEFACTION BEHAVIOR OF THIN SANDY LAYER IN UNDRAINED CYCLIC TRIAXIAL TESTS [J] . JIANLIANG DENG, JUNICHI KOSEKI, REIKO KUWANO, Soils and foundations . 2011,第3期

机译：系统顺应性对不排水循环三轴试验薄砂层液化行为的影响
3. Prediction of the initial point of the last cycle in undrained cyclic triaxial tests on flow liquefaction [J] . Ye Bin, Ni Xueqian, Ye Guanlin, Soil Dynamics and Earthquake Engineering . 2019,第MAY期

机译：不排水循环三轴试验中液化的最后一个循环起始点的预测
4. Liquefaction-induced volumetric change during re-consolidation of sandy soil subjected to undrained cyclic loading histories [C] . N. Sento, M. Kazama, R.Uzuoka, International Conference on Cyclic Behaviour of Soils and Liquefaction Phenomena; 20040331-20040402; Bochum; DE . 2004

机译：不排水循环荷载历程下砂土重新固结过程中液化引起的体积变化
5. MODELLING OF CYCLIC BEHAVIOR OF SATURATED MONTEREY NUMBER 0/30 SAND (LIQUEFACTION, CYCLIC TRIAXIAL TESTS, STRESS-STRAIN, PORE WATER PRESSURE). [D] . HORITA, MASAKUNI. 1985

机译：饱和蒙特雷0/30号沙子循环行为的建模（液化，循环三轴试验，应力应变，孔隙水压力）。
6. Triaxial Testing of Geosynthetics Reinforced Tailings with Different Reinforced Layers [O] . Fu Yi, Changbo Du 2020

机译：不同增强层的土工增强尾矿的三轴试验
7. CYCLIC UNDRAINED TRIAXIAL TESTS FOR LIQUEFACTION STRENGTH AND DEFORMATION PROPERTIES OF SATURATED AND UNSATURATED NINOHE SHIRASU [O] . Yukoh KIYOHARA 2016

机译：饱和和不饱和Ninohe Shirasu液化强度和变形性能的循环不推进的三轴试验
8. The Effects of Cyclic Triaxial Testing Techniques on the Liquefaction Behavior of Monterey No. O Sand. [R] . mulilis,john p. horz,raymond c. jr 1976

机译：循环三轴试验技术对蒙特利O型砂液化行为的影响。

Effects of System Compliance on Liquefaction Behavior of Thin Sandy Layer in Undrained Cyclic Triaxial Tests

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