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大连理工大学 [2]
武汉岩土力学研究所 [2]
兰州理工大学 [1]
成都山地灾害与环境研... [1]
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期刊论文 [5]
会议论文 [1]
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2021 [2]
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2010 [1]
2008 [1]
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Post-cyclic mechanical behaviors of laterite clay with different cyclic confining pressures and degrees of reconsolidation
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 卷号: 151, 页码: 11
作者:
Huang, Juehao
;
Chen, Jian
;
Ke, Wenhui
;
Zhong, Yu
;
Lu, Yuan
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浏览/下载:95/0
  |  
提交时间:2022/01/05
Laterite clay
Post-cyclic mechanical behavior
Cyclic confining pressure
Degree of reconsolidation
Strength enhancement
Material Preparation and Geotechnical Properties of Transparent Cemented Soil for Physical Modeling
期刊论文
FRONTIERS IN MATERIALS, 2021, 卷号: 8, 页码: 18
作者:
Leng, Xianlun
;
Wang, Chuan
;
Pang, Rong
;
Sheng, Qian
;
Chen, Jian
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  |  
浏览/下载:73/0
  |  
提交时间:2022/02/17
transparent cemented soil
hydrophobic fumed silica powder
fused quartz
preparation method
triaxial shear test
strength characteristics
Verification of rationality of two stress state variables of unsaturated soil from deformation, moisture change and strength
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2017, 卷号: 39, 期号: 5, 页码: 906-915
作者:
Zhang, Long
;
Chen, Zheng-Han
;
Zhou, Feng-Xi
;
Sun, Shu-Guo
;
Hu, Sheng-Xia
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  |  
浏览/下载:0/0
  |  
提交时间:2020/11/14
Deformation
Drainage
Geotechnical engineering
Moisture
Pore pressure
Pressure distribution
Rock pressure
Sediments
Shear strength
Soils
Deviator stress
Generalized shear strains
Measurement precision
Net confining pressure
Pore-water pressures
Remolded loess
Stress state variables
Unsaturated soil
Shear strength features of soils developed from purple clay rock and containing less than two-millimeter rock fragments
期刊论文
Journal of Mountain Science, 2016, 卷号: 13, 期号: 8, 页码: 1464-1480
作者:
ZHONG Shou-qin
;
ZHONG Mang
;
WEI Chao-fu
;
ZHANG Wei-hua
;
HU Fei-nan
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  |  
浏览/下载:22/0
  |  
提交时间:2016/07/20
Shear strength
Purple soils
Rock fragments
Particle size distribution (PSD)
Soil water content
Triaxial test
Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays
期刊论文
GEOTECHNIQUE, 2010, 卷号: 60, 页码: 843-859
作者:
Low, H. E.
;
Lunne, T.
;
Andersen, K. H.
;
Sjursen, M. A.
;
Li, X.
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浏览/下载:4/0
  |  
提交时间:2019/12/24
clays
in situ testing
shear strength
Study on ultimate bearing capacity of two-layered subsoil under horizontal and vertical loading
会议论文
2nd International Conference for Disaster Mitigation and Rehabilitation, Nanjing, PEOPLES R CHINA, 2008-05-30
作者:
Zhang, Qiyi
;
Luan, Maotian
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  |  
浏览/下载:14/0
  |  
提交时间:2019/12/27
Accidents
Bearings (structural)
Clay minerals
Convergence of numerical methods
Geologic models
Geotechnical engineering
Patient rehabilitation
Quality assurance
Shear strength
Soils
Welds, Clay layers
Different thickness
Failure envelopes
Fem analysis
Finite element models
Finite-element meshes
Inhomogeneous soils
Limit-equilibrium theories
Numerical results
Plane strains
Shallow strip footings
Soil foundations
Theoretical solutions
Ultimate bearing capacities
Undrained
Undrained shear strengths
Upper layers
Vertical loadings, Bearing capacity
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