globalchange  > 气候变化与战略
DOI: 10.1007/s11069-021-04810-w
论文题名:
Arching effect and displacement on theoretical estimation for lateral force acting on retaining wall
作者: Jiang J.; Zhao Q.; Zhu S.; Peng S.; Wu Y.
刊名: Natural Hazards
ISSN: 0921030X
出版年: 2021
卷: 108, 期:3
起始页码: 2991
结束页码: 3019
语种: 英语
中文关键词: Arching effect ; Cohesive-frictional soil ; Displacement ; Intermediate active state ; Numerical model
英文摘要: A new approach is proposed to evaluate the non-limit active earth pressure in c–φ soil based on the horizontal slices method and limit equilibrium method, which takes into account arching effect, displacement, mobilized friction angle, tension cracks, and shear stress of the horizontal layer. The accuracy of the proposed method was demonstrated by comparing the experimental results and other theoretical methods. The comparison results showed that the proposed approach was appropriate for calculating the non-limit active earth pressure in c–φ soil and cohesionless soil. A parametric study was undertaken to access the effects of cohesion, mobilized friction angle, and shear stress of the horizontal layer for the lateral earth pressure, as well as the effects of displacement for the rupture angle and tension cracks. Moreover, by comparing calculated results of the different theoretical methods and numerical model, it indicated that the empirical formulations of the mobilized internal friction angle and soil–wall interface friction angle used to cohesionless soil were still suitable for c–φ soil. © 2021, The Author(s), under exclusive licence to Springer Nature B.V.
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资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/169105
Appears in Collections:气候变化与战略

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作者单位: State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China; College of Architectural Engineer, Kunming University of Science and Technology, Kunming, Yunnan 650500, China

Recommended Citation:
Jiang J.,Zhao Q.,Zhu S.,et al. Arching effect and displacement on theoretical estimation for lateral force acting on retaining wall[J]. Natural Hazards,2021-01-01,108(3)
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