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CAS IR Grid
机构
武汉岩土力学研究所 [19]
采集方式
OAI收割 [19]
内容类型
期刊论文 [19]
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2023 [2]
2022 [1]
2020 [2]
2019 [1]
2018 [2]
2017 [3]
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Geology [2]
Computer S... [1]
Engineerin... [1]
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专题:武汉岩土力学研究所
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Experiment and numerical simulation study of dynamic mechanical behavior of granite specimen after high temperature treatment
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2023, 卷号: 154, 期号: -, 页码: -
作者:
Yang, Sheng-Qi
;
Li, Ye
;
Ma, Guo-Wei
;
Sun, Bo-Wen
;
Yang, Jing
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
High temperature
Dynamic mechanical properties
Fractal characteristics
Ultimate failure mode
The influences of seismic load on dynamic deformation properties of rock material under different confining pressures
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 10, 期号: -, 页码: -
作者:
Zhou, Yongqiang
;
Yuan, Wei
;
Song, Dingfeng
;
Hu, Jun
;
Chai, Shaobo
  |  
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2023/08/02
dynamic deformation properties
rock material
seismic load
numerical simulation
dynamic constitutive model
maximum stress
confining pressure
Rheological properties, mechanical characteristics, and microstructures of gangue-cemented paste backfill: Linking to loess doses
期刊论文
OAI收割
ARABIAN JOURNAL OF GEOSCIENCES, 2022, 卷号: 15, 期号: 3, 页码: 12
作者:
Zhao, Bingchao
;
Zhai, Di
;
Xin, Jie
;
Guo, Yaxin
;
Wang, Jingbin
  |  
收藏
  |  
浏览/下载:71/0
  |  
提交时间:2022/04/11
Loess
gauge-cemented paste backfill
rheology properties
microstructure
Simulation of a Submarine Landslide Using the Coupled Material Point Method
期刊论文
OAI收割
MATHEMATICAL PROBLEMS IN ENGINEERING, 2020, 卷号: 2020, 页码: 14
作者:
Shi, Jia-jie
;
Zhang, Wei
;
Wang, Bin
;
Li, Cheng-yang
;
Pan, Bo
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2021/05/25
GROUND SUBSIDENCE MECHANISM ANALYSIS OF LONGGUI SALT ROCK MINING AREA: Case Study
期刊论文
OAI收割
THERMAL SCIENCE, 2020, 卷号: 24, 期号: 6, 页码: 3869-3875
作者:
Zhang, Nan
;
Yang, Jie
;
Shi, Xi-Lin
;
Li, Yin-Ping
;
Chen, Jian
  |  
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2021/05/25
solution mining
ground subsidence
salt rock
water solution simulation
pillar dissolution
Physical simulation of construction and control of two butted-well horizontal cavern energy storage using large molded rock salt specimens
期刊论文
OAI收割
ENERGY, 2019, 卷号: 185, 页码: 682-694
作者:
Liu, Wei
;
Zhang, Zhixin
;
Chen, Jie
;
Fan, Jinyang
;
Jiang, Deyi
  |  
收藏
  |  
浏览/下载:32/0
  |  
提交时间:2020/04/08
Salt cavern energy storage
Thinly bedded rock salts
Molded rock salt
Physical simulation
Two butted-well horizontal cavern
Mechanical Properties of Strongly Weathered Rock-Soil Mixtures with Different Rock Block Contents
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 卷号: 18, 期号: 5, 页码: -
作者:
Wei, Hou-Zhen
;
Xu, Wen-Jie
;
Xu, Xiao-Feng
;
Meng, Qing-Shan
;
Wei, Chang-Fu
  |  
收藏
  |  
浏览/下载:43/0
  |  
提交时间:2018/06/05
Strongly weathered rock
Soil-rock mixture (S-RM)
Rock block content
Particle breakage
Direct-shear test
Softening model for failure analysis of insoluble interlayers during salt cavern leaching for natural gas storage
期刊论文
OAI收割
ACTA GEOTECHNICA, 2018, 卷号: 13, 期号: 4, 页码: 801-816
作者:
Shi, Xilin
;
Liu, Wei
;
Chen, Jie
;
Jiang, Deyi
;
Wu, Fei
  |  
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2020/04/08
Bedded salt rock
Brine immersion
Insoluble interlayer
Salt cavern
Softening model
Approach to Rapidly Determining the Water Retention Curves for Fine-Grained Soils in Capillary Regime Based on the NMR Technique
期刊论文
OAI收割
JOURNAL OF ENGINEERING MECHANICS, 2017, 卷号: 143, 期号: 7, 页码: -
作者:
Wei, Changfu
;
Chen, Pan
;
Liu, Jie
;
Xue, Wenjiao
;
Tian, Huihui
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2018/06/05
Unsaturated soil
Soil-water retention curve
Nuclear magnetic resonance technique
Transverse relaxation times
Pore-size distribution
Fine-grained soils
Preliminary investigation on the feasibility of a clean CAES system coupled with wind and solar energy in China
期刊论文
OAI收割
ENERGY, 2017, 卷号: 127, 页码: 462-478
作者:
Li, Xiaokang
;
Chen, Jie
;
Liu, Wei
;
Jiang, Deyi
;
Zhang, Junwei
  |  
收藏
  |  
浏览/下载:32/0
  |  
提交时间:2018/06/05
Compressed air energy storage
Hybrid CAES system
Thermodynamic analysis
Suitable site selection
Environmental-economic evaluation model