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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 [3]
成都山地灾害与环境研... [2]
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OAI收割 [5]
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期刊论文 [5]
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2023 [1]
2021 [1]
2019 [1]
2018 [1]
2013 [1]
学科主题
Environmen... [1]
Geology [1]
Water Reso... [1]
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Effect of hydration on mechanical properties and microstructure of expansive soil
期刊论文
OAI收割
ENVIRONMENTAL EARTH SCIENCES, 2023, 卷号: 82, 期号: 6, 页码: -
作者:
Chi, Ze-Cheng
;
Dai, Zhang-Jun
;
Chen, Shan-Xiong
;
Li, Fan-Fan
;
Wang, Wei
  |  
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2023/08/02
Expansive soil
Anisotropic swelling pressure
Hydration
Microstructure
Pore collapse
Multiscale characteristics of the wetting deformation of Malan loess in the Yan'an area, China
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2021, 卷号: 18, 期号: 4, 页码: 1112-1130
作者:
Nan Jing-jing
;
Peng Jian-bing
;
Zhu Feng-ji
;
Zhao Jun-yan
;
Leng Yan-qiu
  |  
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2023/08/23
Loess
Macroscopic wetting deformation
Wetting collapse mechanism
Microstructure
Pore change
Uncertainty Evaluation of Safe Mud Weight Window Utilizing the Reliability Assessment Method
期刊论文
OAI收割
ENERGIES, 2019, 卷号: 12, 期号: 5, 页码: -
作者:
Ma, Tianshou
;
Tang, Tao
;
Chen, Ping
;
Yang, Chunhe
  |  
收藏
  |  
浏览/下载:36/0
  |  
提交时间:2020/04/08
safe mud weight window
wellbore stability
reliability assessment method
uncertainty evaluation
collapse pressure
fracture pressure
pore pressure
Collapse behavior and microstructural evolution of loess soils from the Loess Plateau of China
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 8, 页码: 1642-1657
作者:
Xie Wan-li
;
Li Ping
;
Zhang Mao-sheng
;
Cheng Tian-e
;
Wang Yong
  |  
收藏
  |  
浏览/下载:20/0
  |  
提交时间:2020/10/15
Loess
Collapse
Microstructure
Scanning electron microscopy
Image processing
Pore morphology properties
Elastoplastic damage modeling the mechanical behavior of rock-like materials considering confining pressure dependency
期刊论文
OAI收割
MECHANICS RESEARCH COMMUNICATIONS, 2013, 卷号: 53, 页码: 1-8
作者:
Zhou, H.
;
Bian, H. B.
;
Jia, Y.
;
Shao, J. F.
  |  
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2018/06/05
Elasto-plasticity
Damage
Concrete
High confining pressure
Pore collapse