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兰州理工大学 [6]
清华大学 [5]
武汉岩土力学研究所 [5]
中南大学 [4]
武汉大学 [3]
湖南大学 [3]
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期刊论文 [25]
会议论文 [6]
SCI/SSCI论文 [1]
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2020 [1]
2019 [2]
2018 [4]
2016 [1]
2015 [3]
2014 [4]
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Investigation of the excavation of stony soil slopes using the virtual element method
期刊论文
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2020, 卷号: 121, 页码: 76-90
作者:
Lin, Shan
;
Zheng, Hong
;
Jiang, Wei
;
Li, Wei
;
Sun, Guanhua
收藏
  |  
浏览/下载:115/0
  |  
提交时间:2021/05/25
Slope
Virtual element method
Finite element method
Stony soil slope
Excavation
Shear strength reduction
Investigation of the sequential excavation of a soil-rock-mixture slope using the numerical manifold method
期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 256, 期号: -, 页码: 93-109
作者:
Yang, Yongtao
;
Sun, Guanhua
;
Zheng, Hong
;
Qi, Yi
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  |  
浏览/下载:72/0
  |  
提交时间:2020/04/08
Numerical manifold method (NMM)
Sequential excavation
Soil-rock-mixture slope
Shear strength reduction technique
phi-upsilon inequality
Factor of safety (FOS)
Stability analysis of soil-rock-mixture slopes using the numerical manifold method
期刊论文
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2019, 卷号: 109, 期号: -, 页码: 153-160
作者:
Yang, Yongtao
;
Sun, Guanhua
;
Zheng, Hong
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2020/04/08
Factor of safety (FOS)
Numerical manifold method (NMM)
phi-upsilon inequality
SRM slopes
Shear strength reduction technique (SSRT)
Seismic Stability of a Tunnel Considering the Dynamic Geologic Parameters of Loess
期刊论文
Geotechnical and Geological Engineering, 2018, 卷号: 36, 期号: 6, 页码: 3583-3600
作者:
Cheng, Xuansheng
;
Li, Xinlei
;
Fan, Jin
;
Li, Guoliang
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2020/11/14
Compression testing
Convergence of numerical methods
Earthquakes
Elastic moduli
Moisture
Moisture determination
Safety factor
Seismology
Shear flow
Stability
Tunnels
Different moisture contents
Dynamic finite element
Dynamic parameters
Internal friction angle
Loess
Seismic response analysis
Shear strength reduction methods
Tri-axial compression tests
Effect of Anchor Layouts on the Safety Factor and Slip Surface of Slope
期刊论文
Geotechnical and Geological Engineering, 2018, 卷号: 37, 期号: 2, 页码: 1073-1078
作者:
He, Dongliang
;
Yang, Weijun
;
Cheng, Yanhui
;
Chen, Baocheng
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2019/12/24
Anchor
Safety factor
Shear strength reduction
Slope stability
Effect of Anchor Layouts on the Safety Factor and Slip Surface of Slope
期刊论文
Geotechnical and Geological Engineering, 2018
作者:
He, D.
;
Yang, W.
;
Cheng, Y.
;
Chen, B.
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/26
Anchor
Safety factor
Shear strength reduction
Slope stability
Safety Analysis of the Left Bank Excavation Slopes of Baihetan Arch Dam Foundation Using a Discrete Element Model
期刊论文
ROCK MECHANICS AND ROCK ENGINEERING, 2018, 卷号: 51, 期号: 8, 页码: 2597-2615
作者:
Espada, M.
;
Muralha, J.
;
Lemos, J. V.
;
Jiang, Quan
;
Feng, Xia-Ting
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  |  
浏览/下载:23/0
  |  
提交时间:2020/04/08
Baihetan hydroelectric project
Dam rock foundation
Shear band
Discrete element model
Failure mechanism
Safety analysis
Strength reduction process
Reliability back analysis of shear strength parameters of landslide with three-dimensional upper bound limit analysis theory
期刊论文
Landslides, 2016, 卷号: 13, 期号: 4, 页码: 711-724
作者:
Zhao, Lian-Heng*
;
Zuo, Shi
;
Lin, Yu-Liang*
;
Li, Liang
;
Zhang, Yingbin
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  |  
浏览/下载:10/0
  |  
提交时间:2019/12/03
Landslide
Shear strength parameters
Back analysis
Upper bound theory of limit analysis
Reliability
Strength reduction technique
Correlation
Stability charts of slopes under typical conditions developed by upper bound limit analysis
期刊论文
Computers and Geotechnics, 2015, 卷号: 65, 页码: 233-240
作者:
Tang, Gao-peng
;
Zhao, Lian-heng*
;
Li, Liang
;
Yang, Feng
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2019/12/03
Slope stability
Stability chart
Safety factor
Shear strength reduction technique
Typical condition
Upper bound limit analysis
Reactivation mechanism of ancient giant landslides in the tectonically active zone: a case study in Southwest China
SCI/SSCI论文
2015
作者:
Zhang Y. S.
;
Guo, C. B.
;
Lan, H. X.
;
Zhou, N. J.
;
Yao, X.
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2015/12/09
Sliding zone soil
Ring shear test
Liquefaction
Stability
Active
fault
slope stability analysis
strength reduction
geological hazards
residual strength
shear-strength
saudi-arabia
prefecture
clays
soils
area
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