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Pore water pressure accumulation and settlement of clays with a wide range of Atterberg’s limits subjected to multi-directional cyclic shear

机译：孔隙水压积聚和粘土的沉降，具有各种Atterberg的限制对多向循环剪切进行

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Tran Thanh Nhan; Hiroshi Matsuda;
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1. EXCESS PORE WATER PRESSURE ACCUMULATION AND RECOMPRESSION OF SATURATED SOFT CLAY SUBJECTED TO UNI-DIRECTIONAL AND MULTI-DIRECTIONAL CYCLIC SIMPLE SHEARS [J] . HIROSHI MATSUDA, TRAN THANH NHAN, RYOHEI ISHIKURA Journal of earthquake and tsunami . 2013,第4期

机译：单向和多向简单循环剪切作用下饱和软黏土的超孔隙水压力累积与再压缩
2. Prediction of excess pore water pressure and post-cyclic settlement on soft clay induced by uni-directional and multi-directional cyclic shears as a function of strain path parameters [J] . Hiroshi Matsuda, Tran Thanh Nhan, Ryohei Ishikura Soil Dynamics and Earthquake Engineering . 2013,第may期

机译：单向和多向循环剪切作用引起的软土中超孔隙水压力和循环后沉降的预测与应变路径参数的关系
3. Prediction of excess pore water pressure and post-cyclic settlement on soft clay induced by uni-directional and multi-directional cyclic shears as a function of strain path parameters [J] . Hiroshi Matsuda, Tran Thanh Nhan, Ryohei Ishikura Soil Dynamics and Earthquake Engineering . 2013,第May期

机译：单向和多向循环剪切作用引起的软土中超孔隙水压力和循环后沉降的预测与应变路径参数的关系
4. Excess Pore Water Pressure Accumulation And Recompression Of Saturated Clay Subjected To Multi-Directional Cyclic Simple Shear [C] . Hiroshi Matsuda, Tran Thanh Nhan, Ryohei Ishikura, Geotechnics for sustainable development . 2011

机译：多方向循环简单剪切作用下饱和黏土超孔隙水压力的积累与压缩
5. Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains. [D] . Mortezaie, Ahmad Reza. 2012

机译：粘土对沙子的循环阈值应变以及在小循环应变下正割剪切模量和孔隙水压力的变化。
6. An experimental study of deformation and fracture characteristics of shale with pore-water pressure and under triaxial cyclic loading [O] . Changbao Jiang, Tianyu Lu, Dongming Zhang, 2018

机译：三轴循环荷载下孔隙水压力作用下页岩变形破坏特性试验研究
7. A model for multi-directional cyclic shear-induced pore water pressure and settlement on clays [O] . 2017

机译：粘土上多向循环剪切引起的孔隙水压力和沉降模型

Pore water pressure accumulation and settlement of clays with a wide range of Atterberg’s limits subjected to multi-directional cyclic shear

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