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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 [4]
力学研究所 [1]
采集方式
OAI收割 [5]
内容类型
期刊论文 [4]
会议论文 [1]
发表日期
2023 [2]
2022 [2]
2008 [1]
学科主题
Engineerin... [3]
Environmen... [1]
Geology [1]
Mining & M... [1]
Oceanograp... [1]
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The lateral pressure coefficient at rest of expansive soils in landfill at various vertical stresses and moisture contents
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2023, 卷号: 20, 期号: 4, 页码: 1102
作者:
Zhou, Zhen-hua
;
Kong, Ling-wei
;
Sun, Zhi-liang
;
Li, Tian-guo
;
Yan, Jun-biao
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
Expansive soil
k(o) value
Landfill
Vertical stress
Moisture content
Evolution law of small strain shear modulus of expansive soil: From a damage perspective
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2023, 卷号: 315
作者:
Yan, Junbiao
;
Kong, Lingwei
;
Wang, Juntao
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
Expansive soil
Small strain shear modulus
Damage model
Resonance column test
Soil dynamics
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
  |  
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
Thermomechanical volume change behavior of deep-water sediment
期刊论文
OAI收割
MARINE GEORESOURCES & GEOTECHNOLOGY, 2022
作者:
Hu, Shijun
;
Chen, Pan
;
Wei, Changfu
;
Wang, Yong
;
Li, Pengchun
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
Deep-water sediment
thermal volume change
thermal cycles
overconsolidation ratio
reloading
Post-cyclic Strength Degradation of Undisturbed and Remolded Marine Silty Clay
会议论文
OAI收割
18th International Offshore and Polar Engineering Conference (ISOPE 2008), Vancouver, CANADA, JUL 06-11, 2008
作者:
Wang SY(王淑云)
;
Lu XB(鲁晓兵)
;
Wang SY
收藏
  |  
浏览/下载:909/87
  |  
提交时间:2009/07/23
Pre-Cyclic Strength
Post-Cyclic Strength
Degradation
Cyclic Strain Ratio
Pore Pressure Ratio
Undrained Strength