Pseudo-dynamic active force on non-vertical retaining wall supporting inclined backfill considering soil amplification

被引：0

作者：

Sarkar, Ashish ^{[1
]}

机构：

[1] Civil Engg. Department, Bengal Engineering and Science University, Shibpur, Howrah -711103, West Bengal, India

来源：

Electronic Journal of Geotechnical Engineering | 2013年 / 18 E卷

关键词：

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Shear flow - Amplification - Friction - Pressure distribution - Seismology - Soils - Seismic design - Shear waves - Wave propagation

引用

页码：823 / 838

共 44 条

[1] Pseudo-Dynamic Active Response of Non-Vertical Retaining Wall Supporting c-Phi Backfill
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[2] Sliding stability of non-vertical waterfront retaining wall supporting inclined backfill subjected to pseudo-dynamic earthquake forces
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[4] Stability of non-vertical waterfront retaining wall supporting inclined backfill under earthquake and tsunami
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[5] Pseudo-dynamic active earth pressure behind retaining wall for cohesive soil backfill
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[7] Pseudo-dynamic active earth pressure behind retaining wall for cohesive soil backfill
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[8] Seismic Passive Earth Pressure Behind Non-vertical Retaining Wall Using Pseudo-dynamic Analysis
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[9] Pseudo-Dynamic Active Earth Pressure on Battered Face Retaining Wall Supporting c-Phi Backfill Considering Curvilinear Rupture Surface
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[10] Pseudo-dynamic approach of seismic earth pressure behind cantilever retaining wall with inclined backfill surface
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