Uniaxial compressive creep test of red sandstone and its constitutive model

被引：0

作者：

Zhao, Bao-Yun ^{[1
,2
,3
]}

Liu, Dong-Yan ^{[1
,2
]}

Zheng, Ying-Ren ^{[3
]}

Liu, Hong ^{[2
]}

机构：

[1] Key Lab. of New Technology for Construction of Cities in Mountain Area of Ministry of Education, Chongqing University, Chongqing 400045, China

[2] School of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, China

[3] Post Doctor Mobile Station, Logistical Engineering University of PLA, Chongqing 400016, China

来源：

Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering | 2013年 / 30卷 / 05期

关键词：

Computer software - Elastoplasticity - Sandstone - Nonlinear programming - Numerical models;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

引用

页码：744 / 747