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 [15]
地质与地球物理研究所 [6]
成都山地灾害与环境研... [4]
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OAI收割 [25]
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期刊论文 [24]
会议论文 [1]
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2023 [1]
2022 [2]
2021 [2]
2020 [10]
2019 [2]
2018 [3]
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Shear performance of quasi-NPR steel bolted rock joints at different shear rates
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 卷号: 170, 页码: 10
作者:
Luo, Guangming
;
Qi, Shengwen
;
Zheng, Bowen
;
Guo, Songfeng
;
He, Manchao
  |  
收藏
  |  
浏览/下载:20/0
  |  
提交时间:2024/01/02
Negative Poisson 's ratio
Bolted rock joints
Direct shear test
Rate effect
Digital image correlation
Rate Effect on the Direct Shear Behavior of Granite Rock Bridges at Low to Subseismic Shear Rates
期刊论文
OAI收割
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2022, 卷号: 127, 期号: 11, 页码: 19
作者:
Luo, Guangming
;
Qi, Shengwen
;
Zheng, Bowen
  |  
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2023/03/31
rate effect
granite rock bridge
direct shear test
low to subseismic shear rate
failure surface morphology
Evaluating the stability of Outang landslide in the Three Gorges Reservoir area considering the mechanical behavior with large deformation of the slip zone
期刊论文
OAI收割
NATURAL HAZARDS, 2022, 页码: 25
作者:
Yan, Junbiao
;
Zou, Zongxing
;
Mu, Rui
;
Hu, Xinli
;
Zhang, Jincheng
  |  
收藏
  |  
浏览/下载:69/0
  |  
提交时间:2022/04/11
Landslide evolution
Slip zone soil
Repeated direct shear test
Constitutive model
Shear mechanical behavior
Large deformation
Four types of acoustic emission characteristics during granular stick-slip evolution
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2021, 页码: 13
作者:
Liu Zi-ming
;
Jiang Yao
;
Wang Dao-jie
;
Fu Yan-ju
  |  
收藏
  |  
浏览/下载:88/0
  |  
提交时间:2022/02/15
Acoustic emission
Granular material
Deformation
Direct shear test
Friction
Stick-slip
Experimental and Numerical Studies on the Direct Shear Behavior of Sand-RCA (Recycled Concrete Aggregates) Mixtures with Different Contents of RCA
期刊论文
OAI收割
MATERIALS, 2021, 卷号: 14, 期号: 11, 页码: 20
作者:
Liu, Yiming
;
Huang, Shiqiang
;
Li, Lihua
;
Xiao, Henglin
;
Chen, Zhi
  |  
收藏
  |  
浏览/下载:40/0
  |  
提交时间:2021/08/11
discrete element method
direct shear test
recycled concrete aggregates (RCA)
RCA contents
A method to experimentally investigate injection-induced activation of fractures
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 卷号: 12, 期号: 6, 页码: 1326-1332
作者:
Ding, Changdong
;
Zhang, Yang
;
Teng, Qi
;
Hu, Dawei
;
Zhou, Hui
  |  
收藏
  |  
浏览/下载:30/0
  |  
提交时间:2021/05/25
Natural fracture
Fluid injection
Induced activation
Triaxial direct shear test
Hydraulic fracturing
Characterization of the interface between concrete pile and coral reef calcarenite using constant normal stiffness direct shear test
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 页码: 9
作者:
Liu, Haifeng
;
Zhu, Changqi
;
Wang, Ren
;
Cui, Xiang
;
Wang, Tianmin
  |  
收藏
  |  
浏览/下载:33/0
  |  
提交时间:2021/05/25
Coral reef calcarenite
Rock-socketed concrete pile
Constant normal stiffness direct shear test
Shear dilation
Mechanical behaviors of interaction between coral sand and structure surface
期刊论文
OAI收割
JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2020, 卷号: 27, 期号: 11, 页码: 3436-3449
作者:
Feng Ze-kang
;
Xu Wen-jie
;
Meng Qing-shan
  |  
收藏
  |  
浏览/下载:26/0
  |  
提交时间:2021/05/25
coral sand
direct shear test
interaction surface
particle morphology
A New Shear Strength Criterion for Rock Masses with Non-Persistent Discontinuities Considering the Nonlinear Progressive Failure Process
期刊论文
OAI收割
MATERIALS, 2020, 卷号: 13, 期号: 21, 页码: 16
作者:
Zheng, Bowen
;
Qi, Shengwen
;
Guo, Songfeng
;
Huang, Xiaolin
;
Liang, Ning
  |  
收藏
  |  
浏览/下载:121/0
  |  
提交时间:2021/01/08
non-persistent discontinuities
connectivity rate
direct shear test
progressive failure
strength
Deformation Characteristics of the Shear Zone and Movement of Block Stones in Soil-Rock Mixtures Based on Large-Sized Shear Test
期刊论文
OAI收割
APPLIED SCIENCES-BASEL, 2020, 卷号: 10, 期号: 18, 页码: 23
作者:
Li, Zhiqing
;
Hu, Feng
;
Qi, Shengwen
;
Hu, Ruilin
;
Zhou, Yingxin
  |  
收藏
  |  
浏览/下载:27/0
  |  
提交时间:2020/12/07
soil–
rock mixture (SRM)
sand–
pebble mixture (SPM)
direct shear test
stone content
shear zone
deformation characteristics