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 [38]
植物研究所 [3]
遥感与数字地球研究所 [1]
采集方式
OAI收割 [42]
内容类型
期刊论文 [42]
发表日期
2023 [17]
2022 [21]
2017 [3]
2016 [1]
学科主题
Geology [42]
Paleontolo... [3]
Engineerin... [2]
Physical G... [2]
Energy & F... [1]
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共42条,第1-10条
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学科主题:Geology
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Failure characteristics and the law of the energy evolution of granite with different pre-crack inclination angles under uniaxial compression loading
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11, 期号: -, 页码: -
作者:
Zhao, Ercheng
;
Li, Juhong
;
Zhang, Xiongtian
;
Zhang, Chunyang
;
Ren, Qinglin
  |  
收藏
  |  
浏览/下载:71/0
  |  
提交时间:2023/08/02
pre-cracked granite sample
central circular through hole
crack stop hole
uniaxial compression test
energy evolution
mechanical properties
Numerical Investigation of Hydraulic Fracturing in a Heterogeneous Rock Mass Based on Peridynamics
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 6, 页码: 4485
作者:
Qin, Mingqi
;
Yang, Diansen
;
Chen, Weizhong
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
Peridynamics
Hydraulic fracturing
Heterogeneity
Fracture network
Efficient slope reliability analysis based on representative slip surfaces: a comparative study
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11, 期号: -, 页码: -
作者:
Zhu, Wen-Qing
;
Zhang, Shao-He
;
Li, Yue-Hua
;
Liu, Jian
  |  
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2023/08/02
slope reliability analysis
representative slip surfaces
K-means clustering
probability of failure
spatial variability
Study on safety assessment methods of gravity anchors based on a simplified mechanical model
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11, 期号: -, 页码: -
作者:
Li, Hongru
;
Yang, Min
;
Yin, Xiaotao
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
gravity anchor block
anti-overturning stability coefficient
anti-sliding stability coefficient
base stress
ground bearing capacity
deformation stability
Editorial: Geological disasters in deep engineering: mechanism, warning and risk mitigation
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11
作者:
Feng, Guang-Liang
  |  
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2023/08/02
geological disasters
deep engineering
mechanism
warning
risk mitigation
rockburst
Application and discussion of the borehole radial deformation method in deep borehole geostress measurement
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11
作者:
Han, Zengqiang
;
Li, Minghong
;
Wang, Chao
;
Wang, Jinchao
;
Huang, Xiaohua
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
geostress measurement
borehole radial deformation
stress relief method
micro-optical imaging
deep borehole
Non-linear mechanical characteristics of tailings in large-scale high tailings dams
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11
作者:
Chen, Qinglin
;
Li, Zugui
;
Zhang, Chao
;
Dai, Zeyu
;
Wang, Xiaojun
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2023/08/02
tailings
high pressure
non-linear mechanics
particle crushing
breakage index
The deformation evolution law and stability evaluation of the high-filled slope in the cutting hills to backfill ditches project
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11, 期号: -, 页码: -
作者:
Hu, Jun
;
Yuan, Wei
;
Fu, Xiaodong
;
Zhang, Zhenping
;
Zhou, Yongqiang
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
cutting hills to backfill ditches
high-filled slope
soil-rock mixture
deformation
stability
monitor
Modeling of two-phase flow of high temperature geothermal production wells in the Yangbajing geothermal field, Tibet
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11
作者:
Lei, Hongwu
;
Xie, Yingchun
;
Li, Jin
;
Hou, Xuewen
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
geothermal
two-phase flow
carbon dioxide
numerical simulation
Yangbajing geothermal field
Anti-slide pile structure development: New design concept and novel structure
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11, 期号: -, 页码: -
作者:
Chen, Guangfu
;
Guo, Fei
;
Zhang, Guodong
;
Liu, Jie
;
Ding, Lijuan
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
anti-slide pile
development path
design concept
landslide body development and utilization
arm-stretching-type anti-slide pile