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Simplified method for calculating the passive earth pressure of cohesive backfill against rigid retaining walls
期刊论文
Gongcheng Lixue/Engineering Mechanics, 2022, 卷号: 39, 期号: 5, 页码: 204-209 and 223
作者:
Peng, Jun-Guo
;
Zhu, Yan-Peng
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浏览/下载:14/0
  |  
提交时间:2022/06/20
Pressure distribution
Retaining walls
Soils
Cohesive backfill
Element method
Horizontal slice element method
Horizontal slices
Nonlinear distributions
Passive earth pressure
Reciprocal theorem
Reciprocal theorem of shear stress
Rigid retaining wall
Simplified method
Failure mode and pullout capacity of anchor piles in soils with cohesive and cohesionless properties
期刊论文
Marine Georesources and Geotechnology, 2019
作者:
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浏览/下载:3/0
  |  
提交时间:2019/11/21
Anchor pile
cohesionless soil
cohesive soil
failure mode
inclined loading
pile
pullout capacity
suction anchor
Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode
期刊论文
SOILS AND FOUNDATIONS, 2019, 卷号: 59, 页码: 151-161
作者:
Chen, Fuquan
;
Lin, Yujian
;
Li, Dayong
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  |  
浏览/下载:6/0
  |  
提交时间:2019/11/21
Reflective shear bands
Limit equilibrium method
Narrow cohesionless backfill
Active earth pressure
Physical modelling of local scour at twin piles under combined waves and current
期刊论文
COASTAL ENGINEERING, 2019, 卷号: 143, 页码: 63-75
作者:
Qi WG(漆文刚)
;
Li YX
;
Xu K
;
Gao FP(高福平)
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  |  
浏览/下载:38/0
  |  
提交时间:2019/04/11
Local scour
Twin piles
Pile-group
Skew angle
Horseshoe vortex
PIV technique
Combined waves and current
Time scale
Equivalent pile diameter
Grain Size Effect on the Mechanical Behavior of Cohesionless Coarse-Grained Soils with the Discrete Element Method
期刊论文
ADVANCES IN CIVIL ENGINEERING, 2018
作者:
Wen, Renjie
;
Tan, Cai
;
Wu, Yong
;
Wang, Chen
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  |  
浏览/下载:2/0
  |  
提交时间:2019/02/25
Active earth pressure acting on retaining wall considering anisotropic seepage effect
期刊论文
Journal of Mountain Science, 2017, 卷号: 14, 期号: 6, 页码: 1202-1211
作者:
HU Zheng
;
YANG Zhong-xuan
;
Stephen Philip WILKINSON
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浏览/下载:20/0
  |  
提交时间:2017/06/21
Active Earth Pressure
Seepage
Anisotropicpermeability
Retaining Wall
Fourier Seriesexpansion
Cohesionless Soils
Physical modelling of pile-group effect on the local scour in submarine environments
会议论文
2nd International Symposium on Submerged Floating Tunnels and Underwater Tunnel Structures (SUFTUS), Chongqing, PEOPLES R CHINA, DEC, 2016
作者:
Li YX
;
Qi WG(漆文刚)
;
Gao FP(高福平)
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浏览/下载:18/0
  |  
提交时间:2017/05/12
pile-group effect
local scour
physical modelling
current plus waves
VERTICAL PILES
An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils
期刊论文
Acta Geotechnica, 2015, 卷号: 10, 期号: 5, 页码: 683-692
作者:
Chen, R. P.*
;
Tang, L. J.
;
Yin, X. S.
;
Chen, Y. M.
;
Bian, X. C.
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浏览/下载:15/0
  |  
提交时间:2019/12/23
Face stability
Limit equilibrium method
Soil arching
Tunneling
Wedge-prism model
A generalized limit equilibrium method for the solution of active earth pressure on a retaining wall
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2013, 卷号: 10, 期号: 6, 页码: 1018-1027
作者:
Ouyang Chao-jun
;
Xu Qiang
;
He Si-ming
;
Luo Yu
;
Wu Yong
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  |  
浏览/下载:52/0
  |  
提交时间:2013/11/26
Limit equilibrium method
Retaining wall
Active earth pressure
Critical slip surface
Analysis Again for Earth Pressure Calculation Theory Considering Displacement Effects
会议论文
Xian Univ Architecture & Technol, Xian, PEOPLES R CHINA, SEP 22-24, 2011
作者:
Yang Taihua
;
He Huaijian
;
Gong Xiangchao
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  |  
浏览/下载:15/0
  |  
提交时间:2018/06/05
shear strength reduce
nonlimited state
displacement effects
earth pressure
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