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武汉岩土力学研究所 [7]
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期刊论文 [21]
发表日期
2018 [21]
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Long runout mechanism of the Shenzhen 2015 landslide: insights from a two-phase flow viewpoint
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 10, 页码: 2247-2265
作者:
Qiao Cheng
;
Ou Guo-qiang
;
Pan Hua-li
;
Ouyang Chao-jun
;
Jia Yang
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浏览/下载:48/0
  |  
提交时间:2018/11/07
Dynamics
Landslide
Long runout
Pore pressure
Two-phase
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
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提交时间:2018/05/29
Critical state
Particle breakage
Phase transformation
Silica sand
Undrained shear
Deformation and strength properties of unsaturated remolded loess under K0 pre-consolidation condition
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2018, 卷号: 40, 页码: 100-106
作者:
Guo, Nan
;
Chen, Zheng-Han
;
Guo, Jian-Feng
;
Sun, Shu-Guo
;
Hu, Sheng-Xia
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  |  
浏览/下载:7/0
  |  
提交时间:2020/11/14
Consolidation
Deformation
Elastic moduli
Geotechnical engineering
Rock pressure
Sediments
Shrinkage
Stress-strain curves
Deformation and strength
Deformation properties
Effective internal friction angle
Experimental conditions
Net confining pressure
Strength
Strength and deformation properties
Unsaturated remolded loess
Dilatancy induced ductile-brittle transition of shear band in metallic glasses
期刊论文
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2018, 卷号: 474, 期号: 2212
作者:
曾繁.蒋敏强
;
Dai LH(戴兰宏)
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浏览/下载:57/0
  |  
提交时间:2018/07/17
Shear Bands
Dilatancy
Cutting
Ductile-brittle Transition
Metallic Glass
Dilatancy of Shear Transformations in a Colloidal Glass
期刊论文
PHYSICAL REVIEW APPLIED, 2018, 卷号: 9, 期号: 1, 页码: 14023
作者:
Lu YZ
;
Jiang MQ(蒋敏强)
;
Lu X
;
Qin ZX
;
Huang YJ
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浏览/下载:23/0
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提交时间:2018/10/30
Seismic and Static 3D Stability of Two-stage Slope Considering Joined Influences of Nonlinearity and Dilatancy
期刊论文
KSCE JOURNAL OF CIVIL ENGINEERING, 2018, 卷号: 22, 期号: 10, 页码: 3827-3836
作者:
Xu, Jing-shu*
;
Li, Yong-xin
;
Yang, Xiao-li
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浏览/下载:11/0
  |  
提交时间:2019/12/03
three-dimensional
two-stage slope
nonlinear failure criterion
non-associated flow rule
soil dilatancy
Limit analysis of active and passive mechanisms of shallow tunnels in nonassociative soil with changing water table
期刊论文
International Journal of Geomechanics, 2018, 卷号: 18, 期号: 7
作者:
Zhang, Rui*
;
Yang, Xiaoli
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浏览/下载:4/0
  |  
提交时间:2019/12/03
Dilatancy
Failure mechanism
Nonassociative flow rule
Seepage
Shallow tunnels
An elastoplastic coupling mechanical model for hard and brittle marble with consideration of the first stress invariant effect
期刊论文
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2018, 卷号: 22, 期号: 4, 页码: 405-428
作者:
Zhou, Hui
;
Zhang, Chuanqing
;
Yang, Fanjie
;
Hu, Dawei
;
Lu, Jingjing
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  |  
浏览/下载:51/0
  |  
提交时间:2018/12/29
elastoplastic coupling model
the first stress invariant effect
hard and brittle marble
non-associated flow rule
numerical simulation
Landslide damage incurred to buildings: A case study of Shenzhen landslide
期刊论文
Engineering Geology, 2018, 卷号: 247, 页码: 69-83
作者:
Liu, Wei
;
Yan, Shuaixing
;
He, Siming
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浏览/下载:15/0
  |  
提交时间:2018/11/20
Construction solid waste landslide
High mobility
Dilatancy
Process-based structural response
Refined finite element analysis
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