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武汉岩土力学研究所 [7]
兰州理工大学 [2]
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寒区旱区环境与工程研... [1]
天津大学 [1]
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期刊论文 [12]
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Creep Properties of Expansive Soils under Triaxial Drained Conditions and its Nonlinear Constitutive Model
期刊论文
PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2021, 页码: 10
作者:
Li, Jingjing
;
Kong, Lingwei
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浏览/下载:42/0
  |  
提交时间:2022/01/05
expansive soil
triaxial creep test
nonlinearity
creep model
critical failure stress
Impacts of Initial Deviator Stress and Cyclic Confining Pressure on Mechanical Behaviors of Ningbo Clay under Cyclic Loading
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 卷号: 21, 期号: 4, 页码: 7
作者:
Huang, Juehao
;
Chen, Jian
;
Ke, Wenhui
;
Liu, Fusheng
;
Bian, Youyan
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  |  
浏览/下载:34/0
  |  
提交时间:2021/05/25
Ningbo clay
Cyclic triaxial tests
Cyclic confining pressure
Initial deviator stress
Accumulated axial strain
Excess pore-water pressure
Experimental study of dynamic resilient modulus of subgrade soils under coupling of freeze-thaw cycles and dynamic load
期刊论文
JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2020, 卷号: 27, 期号: 7, 页码: 2043-2053
作者:
Zhao Yang
;
Lu Zheng
;
Yao Hai-lin
;
Gu Fan
;
Duan Ya-hui
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  |  
浏览/下载:18/0
  |  
提交时间:2021/05/25
dynamic resilient modulus
freeze-thaw cycles
dynamic load
dynamic triaxial test
prediction model
Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 卷号: 20, 期号: 3, 页码: 12
作者:
Duan, Shudian
;
Jian, Quan
;
Xu, Dingping
;
Liu, Guofeng
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  |  
浏览/下载:25/0
  |  
提交时间:2021/05/25
Interlayer staggered zone (ISZ)
Cyclic loading and unloading
Volume expansion
Rebound modulus
Dilatation angle
Hysteresis loop
Undrained dynamic behaviour of peaty organic soil under long-term cyclic loading, Part II: Constitutive model and simulation
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 卷号: 129, 页码: 10
作者:
Chen, Cheng
;
Xua, Guofang
;
Zhou, Zhengming
;
Kong, Lingwei
;
Zhang, Xianwei
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浏览/下载:16/0
  |  
提交时间:2021/05/25
Peaty organic soil
Long-term cyclic loading
Constitutive model
Empirical equation
Simulation
Mechanical Properties and Water Holding Characteristics of Initially Isotropic Soils and Transversely Isotropic Soils
期刊论文
Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2019, 卷号: 54, 期号: 6, 页码: 1235-1243
作者:
Guo, Nan
;
Chen, Zhenghan
;
Yang, Xiaohui
;
Guo, Jianfeng
;
Sun, Shuguo
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浏览/下载:0/0
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提交时间:2022/02/17
Consolidation
Mechanical properties
Sediments
Soils
Consolidated drained
Engineering applications
Initial conditions
Pre-consolidation condition
Transversely isotropic
Transversely isotropy
Triaxial apparatus
Unsaturated loess
Mechanical Properties and Water Holding Characteristics of Initially Isotropic Soils and Transversely Isotropic Soils
期刊论文
Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2019, 卷号: 54, 期号: 6, 页码: 1235-1243
作者:
Guo, Nan
;
Chen, Zhenghan
;
Yang, Xiaohui
;
Guo, Jianfeng
;
Sun, Shuguo
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  |  
浏览/下载:7/0
  |  
提交时间:2020/11/14
Consolidation
Mechanical properties
Sediments
Soils
Consolidated drained
Engineering applications
Initial conditions
Pre-consolidation condition
Transversely isotropic
Transversely isotropy
Triaxial apparatus
Unsaturated loess
Post-cyclic shear behavior of reconstituted marine silty clay with different degrees of reconsolidation
期刊论文
Soil Dynamics and Earthquake Engineering, 2019, 卷号: Vol.116, 页码: 530-540
作者:
Wang, Y.
;
Lei, J.
;
Li, S.
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  |  
浏览/下载:4/0
  |  
提交时间:2019/11/21
Cyclic stress ratio
Degree of reconsolidation
Effective stress path
Initial consolidated deviator stress
Post-cyclic behavior
Silty clay
Particle Breakage and the Undrained Shear Behavior of Sands
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 卷号: 18, 期号: 7, 页码: 10
作者:
Yu, Fangwei
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浏览/下载:28/0
  |  
提交时间:2018/05/29
Critical state
Particle breakage
Phase transformation
Silica sand
Undrained shear
Undrained dynamic behaviour of peaty organic soil under long-term cyclic loading, Part I: Experimental investigation
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2018, 卷号: 107, 页码: 279-291
作者:
Chen, Cheng
;
Zhou, Zhengming
;
Kong, Lingwei
;
Zhang, Xianwei
;
Yin, Song
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  |  
浏览/下载:37/0
  |  
提交时间:2018/06/05
Peaty organic soil
Accumulative deformation
Viscous nature
Soil structure
Long-term cyclic loading
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