Stability Analysis and Size Optimization of Retaining Walls on Unsaturated Soil
被引:0
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作者:
N.-H. Ri
论文数: 0引用数: 0
h-index: 0
机构:Tianjin University,School of Architecture
N.-H. Ri
Y.-S. Ri
论文数: 0引用数: 0
h-index: 0
机构:Tianjin University,School of Architecture
Y.-S. Ri
Y.-Ae Kim
论文数: 0引用数: 0
h-index: 0
机构:Tianjin University,School of Architecture
Y.-Ae Kim
Z. Ma
论文数: 0引用数: 0
h-index: 0
机构:Tianjin University,School of Architecture
Z. Ma
Y. Liu
论文数: 0引用数: 0
h-index: 0
机构:Tianjin University,School of Architecture
Y. Liu
机构:
[1] Tianjin University,School of Architecture
[2] Kim II Sung University,Department of Mechanics
[3] Tianjin University,School of Civil Engineering
来源:
Soil Mechanics and Foundation Engineering
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2020年
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57卷
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摘要:
This study proposes a general methodology for an elasto-plastic model for unsaturated soil and proves its feasibility through a set of experimental calculations. The method can be used to estimate the stability and optimize the size of retaining walls on unsaturated soil.