Response to the discussion on "Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content" by Md. Mizanur Rahman, S. R. Lo

被引：1
作者：
Lashkari, Ali [1 ]
机构：
[1] Shiraz Univ Technol, Dept Civil & Environm Engn, Shiraz, Iran
来源：
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2015年 / 70卷
关键词：
LOOSE SAND; LIQUEFACTION RESISTANCE; SILTY SANDS; STATE; MIXTURES; SHAPE;
D O I：
10.1016/j.soildyn.2015.01.003
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
引用
收藏
页码：166 / 169
页数：4
相关论文
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