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武汉岩土力学研究所 [30]
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Influence of Intermediate Principal Stress on Shear Strength of Natural Granite Residual Soil
期刊论文
OAI收割
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2023, 卷号: 149, 期号: 5
作者:
Liu, Xinyu
;
Zhang, Xianwei
;
Kong, Lingwei
;
Chen, Cheng
;
Yin, Song
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2023/08/02
Granite residual soil
Intermediate principal stress factor
Strength anisotropy
Hollow-cylinder torsional shear
Undrained shear strength
Mobilized frictional angle
Experimental investigation of noncoaxial behavior of natural granite residual soil
期刊论文
OAI收割
ACTA GEOTECHNICA, 2023, 卷号: 18, 期号: 3, 页码: 1289
作者:
Liu, Xinyu
;
Zhang, Xianwei
;
Kong, Lingwei
;
Zhang, Shixing
;
Wang, Gang
  |  
收藏
  |  
浏览/下载:20/0
  |  
提交时间:2023/08/02
Cementation
Granite residual soil
Hollow-cylinder torsional shear test
Inherent anisotropy
Noncoaxial behavior
Shear strength
Accumulated plastic strain behavior of granite residual soil under traffic loading
期刊论文
OAI收割
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 卷号: 164, 期号: -, 页码: -
作者:
Yin, Song
;
Liu, Pengfei
;
Kong, Lingwei
;
Zhang, Xianwei
;
Qi, Yujie
  |  
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2023/08/02
Accumulated plastic strain
Hollow cylinder apparatus
Stress path
Accumulated plastic strain model
Principal stress rotation
Water softening characteristics
Theoretical analysis and experimental verification of large deformation electro-osmosis consolidation treatment of dredged slurry
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2023, 卷号: 312
作者:
Ge, Shangqi
;
Jiang, Wenhao
;
Zheng, Lingwei
;
Xie, Xinyu
;
Xie, Kanghe
  |  
收藏
  |  
浏览/下载:10/0
  |  
提交时间:2023/08/02
Dredged slurry
Large deformation
Electro-osmosis consolidation
Finite difference method
Electro-osmosis experiments
Viscous Behavior and Constitutive Modeling of Peaty Soil in Kunming, China
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 12
作者:
Chen, Cheng
;
Li, Xinming
;
Liu, Weizheng
;
Zhang, Xianwei
;
Kong, Lingwei
  |  
收藏
  |  
浏览/下载:28/0
  |  
提交时间:2023/08/02
Peaty soil
Viscous behavior
Rate-sensitivity
Undrained shear strength
Overstress EVP model
UMAT
Long-term study of ecological restoration in a typical shallow urban lake
期刊论文
OAI收割
SCIENCE OF THE TOTAL ENVIRONMENT, 2022, 卷号: 846, 期号: -, 页码: -
作者:
Liu, Zisen
;
Bai, Guoliang
;
Liu, Yunli
;
Zou, Yilingyun
;
Ding, Zimao
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2023/08/02
Ecological restoration project
Sediment properties
Submerged macrophyte distribution
Microorganisms
Benthic macroinvertebrate
Method for Preparing Hollow Cylindrical Specimens of Natural Granite Residual Soil
期刊论文
OAI收割
GEOTECHNICAL TESTING JOURNAL, 2022, 卷号: 45, 期号: 6, 页码: 1070
作者:
Liu, Xinyu
;
Zhang, Xianwei
;
Kong, Lingwei
;
Li, Chengsheng
;
An, Ran
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
granite residual soil
hollow cylinder torsional shear test
specimen preparation
strength 
anisotropy
disturbance
cementation
Laboratory and in situ tests on dynamic shear modulus of granite residual soil
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 卷号: 81, 期号: 11
作者:
Yin, Song
;
Huang, Jianing
;
Kong, Lingwei
;
Zhang, Xianwei
;
Liu, Pengfei
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2023/08/02
Granite residual soil
Stiffness
Resonant column
In situ tests
Seismic dilatometer
Self-boring pressuremeter
Microstructural analysis of pore characteristics of natural structured clay
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 卷号: 81, 期号: 11
作者:
Zhang, Xianwei
;
Wang, Gang
;
Liu, Xinyu
;
Xu, Yiqing
;
Kong, Lingwei
  |  
收藏
  |  
浏览/下载:10/0
  |  
提交时间:2023/08/02
Pore
Clay
Mercury intrusion porosimetry
Scanning electron microscope
Nitrogen gas adsorption
Microstructure
Effect of principal stress direction during consolidation on the shear strength properties of natural granite residual soil
期刊论文
OAI收割
SOILS AND FOUNDATIONS, 2022, 卷号: 62, 期号: 5, 页码: -
作者:
Liu, Xinyu
;
Zhang, Xianwei
;
Kong, Lingwei
;
An, Ran
;
Xu, Yiqing
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
Granite residual soil
Inclined consolidation
Shear strength
Anisotropy
Hollow cylinder torsional shear
Soil structure