研究论文
Threshold strain for the accumulation of excess pore-water pressure in saturated coral sands under complex cyclic loading patterns
You Qin, Yang Zheng-tao, Hui Long, Weijia Ma, Qi Wu, Guoxing Chen
Nanjing Tech University University of South China Southeast University Nanjing University of Science and Technology
来源Ocean Engineering
年份2024
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学术脉络
学科主题
工程Geotechnical Engineering and Soil Mechanics
Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Soil Stabilization
参考文献 57
Cyclic threshold shear strains of sands based on pore water pressure buildup and variation of deformation characteristics
被引 7Dong-Soo Kim, Yun Wook Choo · International Journal of Offshore and Polar Engineering · 2006
Study on the Settlement of Saturated Clay Layer Induced by Cyclic Shear
被引 101Sukeo Ōhara, Hiroshi Matsuda · SOILS AND FOUNDATIONS · 1988
Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the Cyclic Strain Method
被引 503R. Dobry, Richard S. Ladd, Felix Y Yokel · 1982
此处列出前 3 条
引用本文 14
Energy-based method for the failure criterion and resistance evaluation of marine clay under cyclic loading
被引 37Xing Xiao, Xin Guan, Qi Wu · Engineering Geology · 2024
Volumetric strain accumulation for saturated coral sand under various cyclic loading patterns
被引 10You Qin, Hui Long, Qi Wu · Soil Dynamics and Earthquake Engineering · 2025
Study on the impact of rock shape and volume fraction on the dynamic properties of soil-rock mixtures
被引 10Libing Du, Xinrong Liu, Zhiyun Deng · Transportation Geotechnics · 2025
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