Strength and Dilatancy Behaviors of Dense Modeled Rockfill Material in General Stress Space
Strength and Dilatancy Behaviors of Dense Modeled Rockfill Material in General Stress Space
复制标题
一般应力空间中致密模型堆石材料的强度和剪胀行为
DOI:
10.1061/(asce)gm.1943-5622.0000645
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发表时间:
2016-02
影响因子:
3.7
通讯作者:
Zhang Wengang
中科院分区:
文献类型:
--
作者:
Xiao Yang;Liu Hanlong;Liu Hong;Chen Yumin;Zhang Wengang
AbstractThe strength and dilatancy behaviors of modeled dense rockfill material were systematically investigated through a series of true triaxial compression tests at different minor principal stress and intermediate principal stress ratios. It was found that the intermediate principal stress ratio had great influence on the critical-state friction angle, peak-state friction angle, and maximum dilatancy of the modeled rockfill material. Both the critical-state and peak-state friction angles at a given confining pressure first increased and then decreased with an increase in the intermediate principal stress ratio. An increase in the minor principal stress led to a decrease in both the critical-state and peak-state friction angles at a given intermediate principal stress ratio. The maximum dilatancy decreased with an increase in the minor principal stress or the intermediate principal stress ratio. It was also found that the intermediate principal stress ratio significantly affected the relationship betwe...
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影响因子:
5.3
作者:
R. Wan;P. Guo
通讯作者:
R. Wan;P. Guo
DOI:
10.1002/nag.2243
发表时间:
2014-06
影响因子:
4
作者:
Mengcheng Liu;Yufeng Gao;Hanlong Liu
通讯作者:
Hanlong Liu
DOI:
10.1061/(asce)em.1943-7889.0000105
发表时间:
2010-05
期刊:
Journal of Engineering Mechanics-asce
影响因子:
--
作者:
R. Wan;F. Nicot;F. Darve
通讯作者:
R. Wan;F. Nicot;F. Darve
影响因子:
3.6
作者:
B. Indraratna;Q. Sun;S. Nimbalkar
通讯作者:
B. Indraratna;Q. Sun;S. Nimbalkar
DOI:
10.1061/(asce)1090-0241(2008)134:3(316
发表时间:
2008-03
影响因子:
3.9
作者:
W. Anderson;P. Fair
通讯作者:
W. Anderson;P. Fair