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CAS IR Grid
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地质与地球物理研究... [36]
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OAI收割 [36]
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期刊论文 [36]
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2023 [4]
2022 [10]
2021 [2]
2020 [8]
2019 [2]
2018 [1]
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专题:地质与地球物理研究所
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Alternative fatigue-creep performance of rock-backfill composite structure material in mine stopes under high static stress: Disturbed amplitude effect
期刊论文
OAI收割
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2023, 页码: 20
作者:
Wang, Yu
;
Long, Dayu
;
Yi, Xuefeng
;
Mao, Tianqiao
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2024/01/02
damage evolution
disturbed stress amplitude
mesoscopic cracking pattern
rock-backfill composite structure
Geological evaluation for the carbon dioxide geological utilization and storage (CGUS) site: A review
期刊论文
OAI收割
SCIENCE CHINA-EARTH SCIENCES, 2023, 页码: 20
作者:
Qi, Shengwen
;
Zheng, Bowen
;
Wang, Zan
;
Zhao, Haijun
;
Cui, Zhendong
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/12/29
Engineering geology structure
Hydrogeology structure
Disturbance of CO2 injection
Potential evaluation
Storage site selection
Numerical investigation of river blocking process of Gangda paleolandslide at the upstream reaches of the Jinsha River, Tibentan Plateau
期刊论文
OAI收割
LANDSLIDES, 2023, 页码: 18
作者:
Bao, Yiding
;
Zhang, Yansong
;
Chen, Jianping
;
Su, Lijun
;
Li, Yongchao
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/12/29
Landslide blocking river
Numerical simulation
Fluid-solid coupling
Dynamic process
Dynamic evolution of shale permeability under coupled temperature and effective stress conditions
期刊论文
OAI收割
ENERGY, 2023, 卷号: 266, 页码: 14
作者:
Li, Guoliang
;
Li, Guanfang
;
Luo, Chao
;
Zhou, Runqing
;
Zhou, Jian
  |  
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2023/03/30
Shale permeability
Transient method
Temperature
High effective stress
Klinkenberg effect
A multilevel parallel bonded-grain based model (Multi Pb-GBM) accounting for microstructure failures of typical crystalline rocks
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 卷号: 81, 期号: 11, 页码: 14
作者:
Li, G.
;
Liu, S. Q.
;
Ma, F. S.
;
Guo, J.
  |  
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2023/04/03
Microscopic structures
Multi Pb-GBM
Size distribution coefficient
Fracture behavior
Ratio of uniaxial compressive strength (UCS) to Brazilian tension strength (BTS)
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:14/0
  |  
提交时间:2023/03/31
rate effect
granite rock bridge
direct shear test
low to subseismic shear rate
failure surface morphology
Experimental Study on Mechanical Properties and Failure Laws of Granite with Artificial Flaws under Coupled Static and Dynamic Loads
期刊论文
OAI收割
MATERIALS, 2022, 卷号: 15, 期号: 17, 页码: 11
作者:
Li, Guang
;
Liu, Shuaiqi
;
Lu, Rong
;
Ma, Fengshan
;
Guo, Jie
  |  
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2023/04/03
coupled static and dynamic loads
artificial flaw
SHPB
3D-DIC
failure laws
Influence of slip and permeability of bedding interface on hydraulic fracturing: A numerical study using combined finite-discrete element method
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2022, 卷号: 148, 页码: 15
作者:
Wu, Shan
;
Gao, Ke
;
Feng, Yu
;
Huang, Xiaolin
  |  
收藏
  |  
浏览/下载:37/0
  |  
提交时间:2022/07/19
FDEM
Bedding interface
Hydraulic fracturing
Stress shadow
Fracture interference
In situ dynamic X-ray imaging of fluid-rock interactions inside tight sandstone during hydraulic fracturing: fluid flow process and fracture network growth
期刊论文
OAI收割
JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2022, 卷号: 214, 页码: 11
作者:
Ma, Zizhuo
;
Wang, Yibo
;
Zheng, Yikang
  |  
收藏
  |  
浏览/下载:42/0
  |  
提交时间:2022/07/19
Hydraulic fracturing experiment
The PEEK core Holder
In situ dynamic X-ray imaging
Fluid-rock interactions
Fracture network growth
Shaking Table Model Test to Determine Dynamic Response Characteristics and Failure Modes of Steep Bedding Rock Slope
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2022, 页码: 14
作者:
Dong, Jinyu
;
Wang, Chuang
;
Huang, Zhiquan
;
Yang, Jihong
;
Xue, Lei
  |  
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2022/07/06
Steep bedding rock slope
Large-scale shaking table test
Dynamic response characteristics
Acoustic emission technology
Failure mode