中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
机构
武汉岩土力学研究所 [6]
力学研究所 [2]
地理科学与资源研究所 [1]
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OAI收割 [9]
内容类型
期刊论文 [7]
SCI/SSCI论文 [1]
会议论文 [1]
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2025 [1]
2024 [1]
2023 [1]
2020 [1]
2019 [2]
2014 [1]
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Experimental investigation and limit analysis of shield tunnel face failure mechanism in sand
期刊论文
OAI收割
UNDERGROUND SPACE, 2025, 卷号: 22, 页码: 137-152
作者:
Huo, Mengzhe
;
Chen, Weizhong
;
Yuan, Jingqiang
;
Wu, Guojun
;
Li, Yunfa
  |  
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2025/06/27
EPBS tunneling
Model test
Ground collapse
Tunnel face stability
Rotational failure mechanism
Laboratory experimental study of the forming and failure mechanisms of soil arching during EPBS tunnelling in sand
期刊论文
OAI收割
ENGINEERING FAILURE ANALYSIS, 2024, 卷号: 163, 页码: 14
作者:
Li, Yunfa
;
Wu, Guojun
;
Chen, Weizhong
;
Yuan, Jingqiang
;
Huo, Mengzhe
  |  
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2025/06/27
Shield tunnel model tests
EPBS tunnelling
Face stability
Arching effect
Ground collapse
Probabilistic analysis of tunnel face stability in spatially variable soil
期刊论文
OAI收割
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 卷号: 141, 页码: 17
作者:
Huo, Mengzhe
;
Chen, Weizhong
;
Wu, Guojun
;
Yuan, Jingqiang
  |  
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2025/06/27
Tunnel face stability
Random field
Limit analysis
Rotated anisotropy
Multi-layered soil
An Approach to Determining Lateral Pressure Considering the Decay in Permeability Coefficient with Depth and Application to the Subsea Tunnel of Xiamen Metro Line 2
期刊论文
OAI收割
JOURNAL OF COASTAL RESEARCH, 2020, 页码: 145-150
作者:
Qiu, Yuefeng
;
Chen, Jian
;
Su, Wende
;
Huang, Juehao
;
Yi, Shun
  |  
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2021/05/25
Opening chamber operations
face stability
cross-sea passage
support pressure
compressed air pressure
Reliability study on shield tunnel face using a random limit analysis method in multilayered soils
期刊论文
OAI收割
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 卷号: 84, 期号: -, 页码: 353-363
作者:
Cheng, Hong-Zhan
;
Chen, Jian
;
Chen, Ren-Peng
;
Chen, Guo-Liang
  |  
收藏
  |  
浏览/下载:30/0
  |  
提交时间:2020/04/08
Tunnel face stability
Spatial variability
Random field
Limit analysis
Multilayered soils
Three-dimensional analysis of tunnel face stability in spatially variable soils
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2019, 卷号: 111, 期号: -, 页码: 76-88
作者:
Cheng, Hongzhan
;
Chen, Jian
;
Chen, Renpeng
;
Huang, Juehao
;
Li, Jianhe
  |  
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2020/04/08
Tunnel face stability
Upper bound theorem
Spatial variability
Layered soils
Random field
Labile carbon retention compensates for CO2 released by priming in forest soils
SCI/SSCI论文
OAI收割
2014
Qiao N.
;
Schaefer D.
;
Blagodatskaya E.
;
Zou X. M.
;
Xu X. L.
;
Kuzyakov Y.
收藏
  |  
浏览/下载:39/0
  |  
提交时间:2014/12/24
C-13
addition frequency
carbon balance
glucose
litter decomposition
priming effect
root exudates
soil organic matter stability
subtropical forest
tropical forest
organic-matter mineralization
elevated co2
microbial biomass
tropical
forest
litter decomposition
poplar plantation
root exudation
temperature sensitivity
face experiments
nitrogen uptake
Numerical simulation of geostress and support of roadway crossing strata in complex stress condition
会议论文
OAI收割
2nd International Conference on Structures and Building Materials, ICSBM 2012, Hangzhou, China, MAR 09-11, 2012
作者:
Liu Y
;
Liu Y
;
Liu Y
;
Liu Y
;
Liu Y
收藏
  |  
浏览/下载:28/0
  |  
提交时间:2013/02/26
Building materials
Civil engineering
Coal deposits
Coal mines
Lie groups
Roof coverings
Coal seams
Complex stress
Complex stress condition
Geo-stress
Mining areas
Numerical simulation software
research methods
Roof structure detection
Roof structures
Stability Classification
Stress variations
Surrounding rock
Video detection
Working face
Zone charts
Analysis of critical excavation depth for a jointed rock slope using a face-to-face discrete element method
期刊论文
OAI收割
Rock Mechanics and Rock Engineering, 2007, 卷号: 40, 期号: 4, 页码: 331-348
作者:
Li SH(李世海)
;
Wang JG(王建国)
;
Liu BS(柳丙善)
;
Dong DP(董大鹏)
收藏
  |  
浏览/下载:607/36
  |  
提交时间:2009/08/03
Slope Stability
Discontinuity
Critical Excavation Depth
Face-To-Face Dem
Limit Equilibrium Method
Joint Configuration
Stability Analysis
Mechanics
Failure
Turkey
Model