Study on the Permanent Strain Potential of Silty Soil Liquefaction

2018 International Conference on Advanced Electronic Materials, Computers and Materials Engineering

材料科学;无线电电子学;计算机科学

Luo, Qiang^1

Department of Civil and Architectural Engineering, Panzhihua University, Panzhihua, Sichuan

617000, China^1

关键词: Dynamic triaxial tests;    Permanent strain;    Saturated silty soil;    Seismic liquefaction;    Silty soils;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/439/4/042046/pdf
DOI  :  10.1088/1757-899X/439/4/042046

来源: IOP

【 摘 要 】

In order to reasonably carry out dynamic analysis and seismic design of soil and soil-structure interaction system, on the basis of dynamic triaxial tests, a permanent strain potential model for saturated silty soil during seismic liquefaction is established. And it can well fit the development rule of strain during liquefaction of silty soil.