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成都山地灾害与环境研... [2]
武汉岩土力学研究所 [2]
力学研究所 [1]
兰州理工大学 [1]
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期刊论文 [5]
会议论文 [1]
发表日期
2018 [6]
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Effect of clay content to the strength of gravel soil in the source region of debris flow
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 10, 页码: 2320-2334
作者:
Chen Ning-sheng
;
Gao Yan-chao
;
Yang Cheng-lin
;
Hu Gui-sheng
收藏
  |  
浏览/下载:43/0
  |  
提交时间:2018/11/12
Debris flows
Gravel soil
Clay content
Maximum shear stress
Pore water pressure
Application of expansion hole theory in fracture grouting of unsaturated loess
期刊论文
Jianzhu Jiegou Xuebao/Journal of Building Structures, 2018, 卷号: 39, 页码: 368-378
作者:
Zhou, Mingru
;
Zhang, Jianbin
;
Lu, Guowen
;
Chao, Xin
;
Cheng, Junxi
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  |  
浏览/下载:0/0
  |  
提交时间:2020/11/14
Clay
Concrete construction
Deformation
Forecasting
Fracture
Grouting
Sediments
Unsaturated polymers
Comparison and analysis
Fracture grouting
General strength criterion
Loess
Pressure predictions
Strength criteria
Theoretical calculations
Undrained conditions
Evaluation and Analysis of the Traffic Load-Induced Settlement of Roads on Soft Subsoils with Low Embankments
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 卷号: 18, 期号: 6, 页码: -
作者:
Lu, Zheng
;
Fang, Ran
;
Yao, Hailin
;
Hu, Zhi
;
Liu, Jie
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2018/06/05
Dynamic triaxial test
Soft subsoil
Cumulative settlement
Pavement unevenness
Moving vehicle
The influence of rolling resistance on the stress-dilatancy and fabric anisotropy of granular materials
期刊论文
GRANULAR MATTER, 2018, 卷号: 20, 期号: 1, 页码: -
作者:
Liu, Yiming
;
Liu, Huabei
;
Mao, Haijun
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  |  
浏览/下载:20/0
  |  
提交时间:2018/06/05
Discrete element method
Rolling resistance
Dilatancy
Fabric anisotropy
Granular materials
Experimental study on mechanical properties of clay sediment containing tetrahydroguran hydrate
会议论文
Sapporo, Japan, June 10, 2018 - June 15, 2018
作者:
Wang SY(王淑云)
;
Lu XB(鲁晓兵)
;
Zhang XH(张旭辉)
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  |  
浏览/下载:251/0
  |  
提交时间:2018/11/08
Arctic engineering
Compression testing
Failure (mechanical)
Hydrates
Hydration
Mechanical properties
Strain hardening
Stress
strain curves
Clay sediments
Confining pressures
Hydrate dissociation
Hydrate saturation
Strength
Stress strain
Tetrahydrofuran hydrate
Undrained shear strength
Effect of clay content to the strength of gravel soil in the source region of debris flow
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 10, 页码: 2320-2334
作者:
Chen Ning-sheng
;
Gao Yan-chao
;
Yang Cheng-lin
;
Hu Gui-sheng
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2020/10/26
Debris flows
Gravel soil
Clay content
Maximum shear stress
Pore water pressure
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