中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
首页
机构
成果
学者
登录
注册
登陆
×
验证码:
换一张
忘记密码?
记住我
×
校外用户登录
CAS IR Grid
机构
武汉岩土力学研究所 [5]
力学研究所 [3]
地理科学与资源研究所 [2]
青藏高原研究所 [1]
成都山地灾害与环境研... [1]
采集方式
OAI收割 [12]
内容类型
期刊论文 [9]
会议论文 [2]
SCI/SSCI论文 [1]
发表日期
2021 [2]
2020 [3]
2017 [2]
2016 [1]
2015 [1]
2013 [1]
更多
学科主题
Engineerin... [1]
地球科学::地球物理... [1]
筛选
浏览/检索结果:
共12条,第1-10条
帮助
条数/页:
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
排序方式:
请选择
题名升序
题名降序
提交时间升序
提交时间降序
作者升序
作者降序
发表日期升序
发表日期降序
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18
作者:
Zhou, Mozhen
  |  
收藏
  |  
浏览/下载:44/0
  |  
提交时间:2021/11/01
Nonlinear complementarity problem
Karush-Kuhn-Tucker (KKT) condition
Lagrange multiplier method
Soil liquefaction
Wave-seabed interactions
Dynamics of a pipeline buried in loosely deposited seabed to nonlinear wave & current
期刊论文
OAI收割
OCEAN ENGINEERING, 2021, 卷号: 232, 期号: -, 页码: 20
作者:
Ye, Jianhong
;
He, Kunpeng
  |  
收藏
  |  
浏览/下载:38/0
  |  
提交时间:2021/08/11
Fluid-structure-seabed interaction (FSSI)
Pore pressure build up
Residual liquefaction
Loosely deposited seabed soil
Sinking and floating of pipeline
Seabed liquefaction
Wave & current
Pastor-Zienkiewicz Mark III
FSSI-CAS 2D
A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability
期刊论文
OAI收割
OCEAN ENGINEERING, 2020, 卷号: 213, 页码: 15
作者:
Zhou MZ
;
Jeng DS
;
Qi WG(漆文刚)
  |  
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2020/10/23
Dynamic permeability
Excess pore pressure
Soil liquefaction
Wave-seabed interaction
Post-liquefaction shearing behaviour of saturated gravelly soils: Experimental study and discrete element simulation
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 卷号: 12, 期号: 5, 页码: 1119-1130
作者:
Wang, Yong
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2021/05/25
Post-liquefaction
Micro-mechanism
Gravelly soil
Deformation
Discrete element method (DEM)
Assessment of seismic ground motion amplification and liquefaction at a volcanic area characterized by residual soils
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2020, 卷号: 17, 期号: 3, 页码: 740-752
作者:
Matassoni, Luca
;
Fiaschi, Andrea
  |  
收藏
  |  
浏览/下载:59/0
  |  
提交时间:2020/11/12
Site effects
Residual soils
Volcanic mountain area
Seismic ground amplification
Soil liquefaction
Shear wave velocity
Liquefaction in western Sichuan Basin during the 2008 Mw 7.9 Wenchuan earthquake, China
期刊论文
OAI收割
TECTONOPHYSICS, 2017, 卷号: 694, 期号: 0, 页码: 214-238
作者:
Jing, LZ (Jing Liu-Zeng)
;
Wang, P (Wang, Peng)
;
Zhang, ZH (Zhang, Zhihui)
;
Li, ZG (Li, Zhigang)
;
Cao, ZZ (Cao, Zhenzhong)
  |  
收藏
  |  
浏览/下载:38/0
  |  
提交时间:2018/07/24
SAN-ANDREAS FAULT
1994 NORTHRIDGE EARTHQUAKE
LOS-ANGELES BASIN
GROUND-MOTION
SEISMIC-WAVES
CANTERBURY EARTHQUAKE
NOCERA-UMBRA
RECURRENT LIQUEFACTION
SITE AMPLIFICATION
SOIL LIQUEFACTION
Liquefaction characteristics of gravelly soil under cyclic loading with constant strain amplitude by experimental and numerical investigations
期刊论文
OAI收割
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 卷号: 92, 页码: 388-396
作者:
Wang, Yong
;
Wang, Yan-Li
  |  
收藏
  |  
浏览/下载:25/0
  |  
提交时间:2018/06/05
Gravel soil
Liquefaction
Gravel content
DEM
CT scan
Force-chain
Meso-mechanism
Numerical simulation of the seismic liquefaction mechanism in an offshore loosely deposited seabed
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2016, 卷号: 75, 期号: 3, 页码: 1183-1197
作者:
Ye, Jianhong
;
Wang, Gang
  |  
收藏
  |  
浏览/下载:25/0
  |  
提交时间:2018/06/05
Offshore loose sediments
Quaternary seabed soil
Seismic dynamics
Progressive liquefaction
Pore pressure build up
Japanese 311 off-Pacific coast earthquake
Reactivation mechanism of ancient giant landslides in the tectonically active zone: a case study in Southwest China
SCI/SSCI论文
OAI收割
2015
作者:
Zhang Y. S.
;
Guo, C. B.
;
Lan, H. X.
;
Zhou, N. J.
;
Yao, X.
收藏
  |  
浏览/下载:29/0
  |  
提交时间:2015/12/09
Sliding zone soil
Ring shear test
Liquefaction
Stability
Active
fault
slope stability analysis
strength reduction
geological hazards
residual strength
shear-strength
saudi-arabia
prefecture
clays
soils
area
A numerical study on artificial fill embankment with liquefiable foundation using FLAC
会议论文
OAI收割
2nd International Conference on Geotechnical and Earthquake Engineering: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices, IACGE 2013, October 25, 2013 - October 27, 2013, Chengdu, China
作者:
Lan Hengxing
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2014/12/30
Soil liquefaction
Civil engineering
Computer simulation
Embankments
Engineering geology
Pore pressure
Pressure distribution
Sand
Seismology
Soils