Experimental study on the one-dimensional nonlinear consolidation and seepage of saturated clay considering stress history under ramp loading

Experimental study on the one-dimensional nonlinear consolidation and seepage of saturated clay considering stress history under ramp loading

To study the permeability of saturated clays with different stress histories under ramp loading, the one-dimensional consolidation and seepage tests are carried out using modified GDS triaxial apparatus, and the change of the permeability coefficient of remolded silty clay in Luochuan, Shaanxi Provi...

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Bibliographic Details
Main Authors: ZHANG Le, DANG Fa-ning, GAO Jun, DING Jiu-long
Format: Article
Language:English
Published: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2021-04-01
Series:Rock and Soil Mechanics
Subjects:
ramp loading
normally consolidated saturated clay
overconsolidated saturated clay
permeability coefficient
void ratio
nonlinear consolidation and seepage
Online Access:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2020.6227

Internet

http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2020.6227

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