×
验证码:
换一张
Forgotten Password?
Stay signed in
China Science and Technology Network Pass Registration
×
China Science and Technology Network Pass Registration
Log In
Chinese
|
English
中国科学院力学研究所机构知识库
Knowledge Management System of Institue of Mechanics, CAS
Log In
Register
ALL
ORCID
Title
Creator
Thesis Advisor
Keyword
Document Type
Source Publication
Publisher
Date Issued
Date Accessioned
Indexed By
Funding Project
DOI
Study Hall
Image search
Paste the image URL
Home
Collections
Authors
DocType
Subjects
K-Map
News
Search in the results
Collection
Key Labora... [5]
State Key ... [1]
Creator
reprint au... [3]
漆文刚 [2]
Fang, Qian [1]
Hu DW [1]
Hu, Liming [1]
Jeng, Dong... [1]
More...
Document Type
Journal ar... [6]
Date Issued
2022 [1]
2021 [1]
2020 [1]
2017 [1]
2014 [1]
2013 [1]
More...
Language
英语 [6]
Source Publication
COMPUTERS ... [6]
Indexed By
EI [6]
SCI [6]
Funding Project
Beijing Mu... [1]
Fundamenta... [1]
Innovative... [1]
National N... [1]
National N... [1]
National N... [1]
More...
Funding Organization
National N... [2]
51323014) [1]
Beijing Mu... [1]
China Post... [1]
Fundamenta... [1]
Innovative... [1]
More...
Thesis Advisor
×
Knowledge Map
IMECH-IR
Start a Submission
Submissions
Unclaimed
Claimed
Attach Fulltext
Bookmarks
QQ
Weibo
Feedback
Browse/Search Results:
1-6 of 6
Help
Filters
Source Publication:COMPUTERS AND GEOTECHNICS
Document Type:期刊论文
Selected(
0
)
Clear
Items/Page:
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Sort:
Select
Journal Impact Factor Ascending
Journal Impact Factor Descending
Submit date Ascending
Submit date Descending
Title Ascending
Title Descending
WOS Cited Times Ascending
WOS Cited Times Descending
Issue Date Ascending
Issue Date Descending
Author Ascending
Author Descending
An optimized volume of fluid method for modelling three-dimensional debris flows. Implementation in OpenFOAM, validation, and application in the Aiwa Watershed, Beijing
期刊论文
COMPUTERS AND GEOTECHNICS, 2022, 卷号: 144, 页码: 14
Authors:
Zhang Y(张岩)
;
Lyu, Liqun
;
Li P(李鹏)
Adobe PDF(3322Kb)
  |  
Favorite
  |  
View/Download:456/94
  |  
Submit date:2022/03/28
Debris flow
Volume of fluid
Herschel-Bulkley
Aiwa Watershed
OpenFOAM
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem
期刊论文
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18
Authors:
Zhou, Mozhen
;
Liu, Hui
;
Jeng, Dong-Sheng
;
Qi WG(漆文刚)
;
Fang, Qian
Adobe PDF(3715Kb)
  |  
Favorite
  |  
View/Download:200/33
  |  
Submit date:2021/11/01
Nonlinear complementarity problem
Karush-Kuhn-Tucker (KKT) condition
Lagrange multiplier method
Soil liquefaction
Wave-seabed interactions
A constitutive model for granular materials subjected to a large stress range
期刊论文
COMPUTERS AND GEOTECHNICS, 2020, 卷号: 120, 页码: 13
Authors:
Liu L(刘林)
;
Yao YP
;
Luo T
;
Zhou AN
Adobe PDF(4451Kb)
  |  
Favorite
  |  
View/Download:466/124
  |  
Submit date:2020/04/07
Granular materials
Constitutive behavior
Large stress range
Particle crushing
High stress
Constitutive model
Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity
期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 85, 页码: 126-138
Authors:
Wu, Hui
;
Qi WG(漆文刚)
;
Hu, Liming
;
Wen, Qingbo
;
Hu, LM (reprint author), Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
Adobe PDF(4090Kb)
  |  
Favorite
  |  
View/Download:521/203
  |  
Submit date:2017/10/27
Electro-osmotic Consolidation
Variable Soil Properties
Analytical Solution
Numerical Simulation
Excess Pore Water Pressure
Degree Of Consolidation
Implicit and explicit integration schemes in the anisotropic bounding surface plasticity model for cyclic behaviours of saturated clay
期刊论文
COMPUTERS AND GEOTECHNICS, 2014, 卷号: 55, 页码: 27-41
Authors:
Hu C(胡存)
;
Liu HX
;
Liu, HX (reprint author), Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China.
Adobe PDF(1552Kb)
  |  
Favorite
  |  
View/Download:1027/441
  |  
Submit date:2014/02/21
Bounding Surface Plasticity Model
Implicit Integration
Explicit Integration
Cyclic Behaviour
Saturated Clay
Modeling of inherent anisotropic behavior of partially saturated clayey rocks
期刊论文
COMPUTERS AND GEOTECHNICS, 2013, 卷号: 48, 页码: 29-40
Authors:
Hu DW
;
Zhou H
;
Zhang F
;
Shao JF
;
Zhang JF(张均锋)
;
Zhou, H (reprint author), Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China.
Adobe PDF(828Kb)
  |  
Favorite
  |  
View/Download:942/318
  |  
Submit date:2013/03/25
Inherent Anisotropy
Unsaturated
Discrete Approach
Clayey Rocks