Model of Soil Particles to Investigate Shear Stress and Deformation in Silt Loam and Silt Clay Soil Using Finite Element Method

被引:0
|
作者
G. Thomas
Y. Teshome
W. Amana
机构
[1] Adama Science and Technology University,
[2] Wolkite University,undefined
来源
Eurasian Soil Science | 2023年 / 56卷
关键词
Hypereutric Vertisols; maximum shear stress; maximum soil deformation; Rhodic Cambisols;
D O I
暂无
中图分类号
学科分类号
摘要
引用
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页码:S317 / S324
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