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Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
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金属研究所 [6]
武汉岩土力学研究所 [6]
力学研究所 [5]
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期刊论文 [26]
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Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression
期刊论文
OAI收割
KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 卷号: 27, 期号: 8, 页码: 3255
作者:
Gao, Zhiao
;
Kong, Lingwei
;
Zhou, Zhenhua
;
Wang, Shuangjiao
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2023/08/02
Fissures
Uniaxial compression
Stress-strain-resistivity curves
Digital image correlation (DIC)
Damage model
Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression
期刊论文
OAI收割
KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 页码: 15
作者:
Gao, Zhiao
;
Kong, Lingwei
;
Zhou, Zhenhua
;
Wang, Shuangjiao
  |  
收藏
  |  
浏览/下载:23/0
  |  
提交时间:2024/01/02
Fissures
Uniaxial compression
Stress-strain-resistivity curves
Digital image correlation (DIC)
Damage model
Accumulated plastic strain behavior of granite residual soil under traffic loading
期刊论文
OAI收割
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 卷号: 164, 期号: -, 页码: -
作者:
Yin, Song
;
Liu, Pengfei
;
Kong, Lingwei
;
Zhang, Xianwei
;
Qi, Yujie
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2023/08/02
Accumulated plastic strain
Hollow cylinder apparatus
Stress path
Accumulated plastic strain model
Principal stress rotation
Water softening characteristics
A Unified Deterioration Model for Elastic Modulus of Rocks with Coupling Influence of Plastic Shear Strain and Confining Stress
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2022, 卷号: 55, 期号: 12, 页码: 7409
作者:
Cui, Lan
;
Sheng, Qian
;
Zheng, Junjie
;
Xie, Mingxing
;
Liu, Yang
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2023/08/02
Elastic modulus
Plastic strain
Confining stress
Deterioration model
Nonlinear fitting regression method
Triaxial Axis Shear Mechanical Properties of Fiber-Reinforced Foamed Lightweight Soil
期刊论文
OAI收割
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2021, 卷号: 33, 期号: 4, 页码: 15
作者:
Jiangbo, Xu
;
Yongzhen, Luo
;
Yuanzhi, Wang
;
Changgen, Yan
;
Liujun, Zhang
  |  
收藏
  |  
浏览/下载:61/0
  |  
提交时间:2021/06/10
Fiber-reinforced foamed lightweight soil
Triaxial shear test
Stress–
strain relation
Crack closure model
Polyethylene fiber
Finite element and experiment analysis of welding residual stress in S355J2 steel considering the bainite transformation
期刊论文
OAI收割
JOURNAL OF MANUFACTURING PROCESSES, 2021, 卷号: 62, 页码: 80-89
作者:
Zhang, Kaiyuan
;
Dong, Wenchao
;
Lu, Shanping
  |  
收藏
  |  
浏览/下载:25/0
  |  
提交时间:2021/10/15
Thermo-metallurgical-mechanical model
Bainite transformation
Transformation strain
Residual stress
Enhancing the dynamic temperature stability of epoxy with graphene oxide
期刊论文
OAI收割
MECHANICS OF MATERIALS, 2020, 卷号: 150, 页码: 103593
作者:
Qiao Y(乔宇)
;
Wang PF
;
Xue X
;
Liu M
;
Xu SL
  |  
收藏
  |  
浏览/下载:125/0
  |  
提交时间:2020/12/28
Dynamic behavior
STRAIN-RATE
Temperature effect
MECHANICAL-PROPERTIES
Strain rate
STRESS-RELAXATION
Hopkinson bar
CRACK-PROPAGATION
Graphene oxide
ALUMINUM FOAM
BEHAVIOR
DEFORMATION
NANOCOMPOSITES
MODEL
Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 卷号: 20, 期号: 4, 页码: 12
作者:
Huang, Juehao
;
Chen, Jian
;
Lu, Yuan
;
Yi, Shun
;
Cheng, Hongzhan
  |  
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2021/05/25
Ningbo clay
Cyclic confining pressure
Cyclic stress ratio
Cumulative axial strain
Backbone curve model
加筋泡沫轻质土三轴剪切力学特性
期刊论文
OAI收割
交通运输工程学报, 2020, 卷号: 20, 期号: 4, 页码: 120
作者:
许江波
;
王元直
;
骆永震
;
晏长根
;
张留俊
  |  
收藏
  |  
浏览/下载:29/0
  |  
提交时间:2021/03/16
soft soil subgrade
reinforced foam lightweight soil
triaxial shear test
stress-strain relation
crack closure model
residual strength
软土路基
加筋泡沫轻质土
三轴剪切试验
应力-应变关系
裂纹闭合模型
残余强度
Direct Shear Experimental Study on the Mobilized Dilation Behavior of Granite in Alxa Candidate Area for High-Level Radioactive Waste Disposal
期刊论文
OAI收割
ENERGIES, 2020, 卷号: 13, 期号: 1, 页码: 16
作者:
Cheng, Cheng
;
Li, Xiao
;
Xu, Nengxiong
;
Zheng, Bo
  |  
收藏
  |  
浏览/下载:20/0
  |  
提交时间:2020/05/18
dilation angle
HLW disposal
direct shear experiment
normal stress
plastic shear strain
constitutive model