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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 [22]
地理科学与资源研究所 [6]
地质与地球物理研究所 [4]
成都山地灾害与环境研... [3]
烟台海岸带研究所 [3]
生态环境研究中心 [2]
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OAI收割 [45]
内容类型
期刊论文 [45]
发表日期
2022 [45]
学科主题
Engineeri... [16]
Geology [6]
Chemistry [2]
Materials ... [2]
Physics [2]
Chemistry,... [1]
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发表日期:2022
内容类型:期刊论文
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A new analytical method for calculating the strain of oil and gas pipeline under a normal fault dislocation
期刊论文
OAI收割
ENERGY SCIENCE & ENGINEERING, 2022, 页码: 12
作者:
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收藏
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浏览/下载:13/0
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提交时间:2023/02/08
analytical method
normal fault
numerical model
oil and gas pipelines
strain analysis
Methylobacter couples methane oxidation and N2O production in hypoxic wetland soil
期刊论文
OAI收割
SOIL BIOLOGY & BIOCHEMISTRY, 2022, 卷号: 175, 页码: 12
作者:
Hao, Qinqin
;
Wang, Oumei
;
Jiao, Jian-Yu
;
Xiao, Leilei
;
Zhang, Yuezhi
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收藏
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浏览/下载:9/0
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提交时间:2023/08/17
Methanotroph
Methylobacter
Nitrite reduction
Nitrous oxide
Wetland soil
Viscous Behavior and Constitutive Modeling of Peaty Soil in Kunming, China
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 12
作者:
Chen, Cheng
;
Li, Xinming
;
Liu, Weizheng
;
Zhang, Xianwei
;
Kong, Lingwei
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收藏
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浏览/下载:19/0
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提交时间:2023/08/02
Peaty soil
Viscous behavior
Rate-sensitivity
Undrained shear strength
Overstress EVP model
UMAT
Undrained dynamic response of naturally high-strength sensitive clay to bidirectional cyclic loadings under the plane strain condition
期刊论文
OAI收割
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 卷号: 163, 期号: -, 页码: -
作者:
Liu, Bingheng
;
Kong, Lingwei
;
Sun, Zhiliang
;
Zhou, Zhenhua
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收藏
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浏览/下载:5/0
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提交时间:2023/08/02
Zhanjiang clay
Cyclic plane strain tests
Cyclic minor principal stress
Permanent major principal strain
Excess pore pressure
Evolution of cracks in the shear bands of granite residual soil
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 卷号: 14, 期号: 6, 页码: 1956
作者:
Li, Chengsheng
;
Kong, Lingwei
;
An, Ran
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收藏
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浏览/下载:5/0
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提交时间:2023/08/02
Shear band
Crack classification method
Digital volume correlation (DVC)
X-ray computed tomography (CT)
Granite residual soil
Theoretical verification of the rationality of strain energy storage index as rockburst criterion based on linear energy storage law
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 卷号: 14, 期号: 6, 页码: 1737
作者:
Gong, Fengqiang
;
Luo, Song
;
Jiang, Quan
;
Xu, Lei
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收藏
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浏览/下载:19/0
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提交时间:2023/08/02
Rockburst criterion
Strain energy storage index
Linear energy storage (LES) law
Peak-strength strain energy storage index
Evolution of the mechanical properties of loess in an acidic water environment: mechanism analysis and prediction using a chemical constitutive model
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 卷号: 81, 期号: 12, 页码: -
作者:
Zhang, Yao
;
Guo, Shaoqiang
;
Hu, Zaiqiang
;
Li, Ning
;
Fu, Shaojun
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收藏
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浏览/下载:4/0
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提交时间:2023/08/02
Acidic water environment
Binary-medium constitutive model
Bonded elements
Weakened elements
Effects of Three-Dimensional Cyclic Stresses on Permanent Deformation of Natural Undisturbed Clay
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 12
作者:
Liu, Bingheng
;
Kong, Lingwei
;
Xu, Guofang
;
Sun, Zhiliang
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收藏
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浏览/下载:6/0
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提交时间:2023/08/02
Natural undisturbed clay
Permanent deformation
Three-dimensional cyclic stresses
True triaxial tests
Coefficient of intermediate principal stress
Stress path
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 11
作者:
Huang, Juehao
;
Chen, Jian
;
Yu, Song
;
Fu, Xiaodong
;
Zhang, Guochao
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收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
Accumulated axial strain
Excess pore water pressure
Hysteresis loop
Damping ratio
Overconsolidated clay
Cyclic confining pressure
Creep characteristics of calcareous coral sand in the South China Sea
期刊论文
OAI收割
ACTA GEOTECHNICA, 2022, 卷号: 17, 期号: 11, 页码: 5133
作者:
Ye, Jianhong
;
Haiyilati, Yeernaer
;
Cao, Meng
;
Zuo, Dianjun
;
Chai, Xiuwei
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收藏
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浏览/下载:6/0
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提交时间:2023/08/02
Calcareous coral sand
Coral reef
Creep characteristics
Creep model
The South China Sea
Triaxial creep test