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Engineering Properties and Micropore Structure of Clay-Based Foamed Lightweight Soil
期刊论文
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2024, 卷号: 36, 期号: 3, 页码: 14
作者:
Lu, Zheng
;
Zhao, Yang
;
Liu, Jie
;
Yuan XZ(苑旭泽)
;
Yao, Hailin
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2024/02/26
Clay-based foamed lightweight soil (CFLS)
Road widening
Physical and mechanical tests
Micropore structure tests
Dynamic properties
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
收藏
  |  
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
Effect of inherent anisotropy on the strength of natural granite residual soil under generalized stress paths
期刊论文
ACTA GEOTECHNICA, 2021, 页码: 20
作者:
Liu, Xinyu
;
Zhang, Xianwei
;
Kong, Lingwei
;
An, Ran
;
Xu, Guofang
收藏
  |  
浏览/下载:50/0
  |  
提交时间:2022/01/05
Anisotropy quantification
Generalized stress paths
Granite residual soil
Hollow cylinder torsional shear
Inherent anisotropy
Simple shear
Strength
Characterizing saturation state of loess using P-wave velocity
期刊论文
ENGINEERING GEOLOGY, 2021, 卷号: 290, 页码: 7
作者:
Zhang, Ning
;
Liu, Xin
;
Lan, Hengxing
收藏
  |  
浏览/下载:41/0
  |  
提交时间:2021/08/19
P-wave velocity
B-value
Saturation
Water content
Pore connection
Statistical size scaling of compressive strength of quasi-brittle materials incorporating specimen length-to-diameter ratio effect
期刊论文
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2019, 卷号: 104, 页码: 9
作者:
Lei WS
;
Qian GA(钱桂安)
;
Yu ZS
;
Berto F
收藏
  |  
浏览/下载:113/0
  |  
提交时间:2020/03/11
Unconfined compressive strength
Quasi-brittle materials
Statistical size scaling
Volume effect
Length-to-diameter ratio effect
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:
Peng, J.
;
Liu, H.
;
Zhao, Y.
;
Liang, K.
收藏
  |  
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
Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading
期刊论文
Computers and Geotechnics, 2019, 卷号: Vol.112, 页码: 23-34
作者:
Xiao, Yao
;
Zhao, Minghua
;
Zhang, Rui
;
Zhao, Heng
;
Peng, Wenzhe
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  |  
浏览/下载:12/0
  |  
提交时间:2019/12/13
Face stability analysis of shallow circular tunnels driven by a pressurized shield in purely cohesive soils under undrained conditions
期刊论文
COMPUTERS AND GEOTECHNICS, 2019, 卷号: 107, 页码: 110-127
作者:
Ding, Wantao
;
Liu, Keqi
;
Shi, Peihe
;
Li, Mingjiang
;
Hou, Minglei
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2019/12/11
Slip line
Limit analysis
Face stability
Collapse mechanism
Purely
cohesive soils
Forecast formula for strength of cement-treated clay
期刊论文
SOILS AND FOUNDATIONS, 2019, 卷号: 59, 期号: 4, 页码: 920-929
作者:
Yang, Junjie
;
Dong, Mengrong
;
Sun, Tao
;
Wang, Man
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2019/12/11
Cohesive soil
Cement-treated soil
Unconfined compressive strength
Cement-water ratio
Strength forecast
Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading
期刊论文
COMPUTERS AND GEOTECHNICS, 2019, 卷号: Vol.112, 页码: 23-34
作者:
Xiao, Y
;
Zhao, MH
;
Zhang, R
;
Zhao, H
;
Peng, WZ
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/12/17
Tunnels
Stability
Finite element
Limit analysis
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