Closure to "Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression" by Samaneh Amirpour Harehdasht, Mourad Karray, Mahmoud N. Hussien, and Mohamed Chekired

被引：0

作者：

Harehdasht, Samaneh Amirpour ^{[1
]}

Karray, Mourad ^{[1
]}

Hussien, Mahmoud N. ^{[1
,2
]}

Chekired, Mohamed ^{[3
]}

机构：

[1] Univ Sherbrooke, Dept Civil Engn, Sherbrooke, PQ J1K 2R1, Canada

[2] Assiut Univ, Dept Civil Engn, Fac Engn, Assiut, Egypt

[3] Inst Rech Hydroquebec IREQ, Varennes, PQ J3X 1S1, Canada

来源：

关键词：

SHEAR-STRENGTH; SILTY SANDS; LIQUEFACTION RESISTANCE; NONPLASTIC FINES; STIFFNESS; COLLAPSE; SOILS;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

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