Study on development of pore water pressure and stress-strain characteristics of soft clay under different temperature modes

被引:0
|
作者
Lei H. [1 ,2 ,3 ]
Hao Q. [1 ]
Feng S. [1 ]
Zhang Y. [1 ]
Jiang M. [1 ]
机构
[1] Department of Civil Engineering, Tianjin University, Tianjin
[2] Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin University, Tianjin
[3] Key Laboratory of Comprehensive Simulation of Engineering Earthquake and Urban-Rural Seismic Resilience, China Earthquake Administration, Tianjin
基金
国家自然科学基金重大项目;
关键词
Pore water pressure; Soft clay; Soil mechanics; Stress-strain characteristics; Temperature modes;
D O I
10.13722/j.cnki.jrme.2020.0193
中图分类号
学科分类号
摘要
Temperature has an important influence on pore water pressure and stress-strain relationship of soft clay. Through a self-developed temperature controlled triaxial apparatus, the development of pore water pressure and stress-strain characteristics of soft clay under three different temperature modes including constant temperature, heating and cooling were studied. Under the temperature rise and temperature drop modes, the effects of time interval and confining pressure on the dissipation of pore water pressure, stress-strain relationship, shear strength and elastic modulus of soft clay were emphatically studied. The results show that the dissipation rate and amount of pore water pressure increase with increasing temperature from 10℃ to 70℃ in constant temperature mode. In the heating and cooling modes, the pore water pressure shows a fluctuant decrease and the increases of the time interval and the confining pressure could promote the dissipation of the pore water pressure. In the constant temperature mode, the stress-strain mode changes from strain hardening to strain softening with increasing the temperature, the shear strength increases obviously, and the elastic modulus shows a trend of first decreasing and then increasing. In the heating and cooling modes, the stress-strain mode of soil is strain hardening, and the time interval and the confining pressure obviously have positive influence on the shear strength and the elastic modulus. © 2020, Science Press. All right reserved.
引用
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页码:2308 / 2318
页数:10
相关论文
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