×
验证码:
换一张
Forgotten Password?
Stay signed in
Login With UMPASS
English
|
繁體
Login With UMPASS
Log In
ALL
ORCID
TI
AU
PY
SU
KW
TY
JN
DA
IN
PB
FP
ST
SM
Study Hall
Image search
Paste the image URL
Home
Faculties & Institutes
Scholars
Publications
Subjects
Statistics
News
Search in the results
Faculties & Institutes
Faculty of Scien... [4]
Authors
ZHOU WANHUAN [4]
Document Type
Journal article [3]
Conference paper [2]
Date Issued
2014 [2]
2013 [1]
2012 [1]
2005 [1]
Language
英語English [5]
Source Publication
2012 INTERNATION... [1]
Geo-Congress 201... [1]
International Jo... [1]
Jisuan Lixue Xue... [1]
Yantu Gongcheng ... [1]
Indexed By
SCIE [2]
Funding Organization
Funding Project
×
Knowledge Map
UM
Start a Submission
Submissions
Unclaimed
Claimed
Attach Fulltext
Bookmarks
Browse/Search Results:
1-5 of 5
Help
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
Issue Date Ascending
Issue Date Descending
Title Ascending
Title Descending
Author Ascending
Author Descending
WOS Cited Times Ascending
WOS Cited Times Descending
Submit date Ascending
Submit date Descending
Journal Impact Factor Ascending
Journal Impact Factor Descending
Consolidation of Two-Layer System for Unsaturated Soil with Differential Quadrature Method
Conference paper
Zhou, W. H., Zhao, L. S.. Consolidation of Two-Layer System for Unsaturated Soil with Differential Quadrature Method[C], Reston, VA:American Society of Civil Engineers (ASCE), 2014.
Authors:
Zhou, W. H.
;
Zhao, L. S.
Favorite
|
|
Submit date:2022/08/20
soil consolidation
differential quadrature method
two-layer system
unsaturated soil
One-dimensional consolidation of unsaturated soil subjected to time-dependent loading with various initial and boundary conditions
Journal article
Zhou Wanhuan, Zhao Linshuang. One-dimensional consolidation of unsaturated soil subjected to time-dependent loading with various initial and boundary conditions[J]. International Journal of Geomechanics, 2014, 14(2), 291.
Authors:
Zhou Wanhuan
;
Zhao Linshuang
Favorite
|
TC[WOS]:
79
TC[Scopus]:
88
|
Submit date:2018/10/30
Boundary Condition
Differential Quadrature Method
Initial Condition
One-dimensional Consolidation
Time-dependent Loading
Unsaturated Soil
Influence of initial and boundary conditions on one-dimensional consolidation of unsaturated soil
Journal article
Zhou Wanhuan, Zhao Linshuang. Influence of initial and boundary conditions on one-dimensional consolidation of unsaturated soil[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35(SUPPL.1), 305-311.
Authors:
Zhou Wanhuan
;
Zhao Linshuang
Favorite
|
|
Submit date:2018/12/21
Boundary Condition
Differential Quadrature Method
Initial Condition
Unsaturated Soil
Unsaturated Consolidation in a Sand Drain Foundation by Differential Quadrature Method
Conference paper
ZHOU Wan-Huan, TU Shuai. Unsaturated Consolidation in a Sand Drain Foundation by Differential Quadrature Method[C], 2012.
Authors:
ZHOU Wan-Huan
;
TU Shuai
Favorite
|
TC[WOS]:
24
TC[Scopus]:
0
|
Submit date:2019/04/09
Axisymmetric Consolidation
Differential Quadrature Method
Foundation
Sand Drain
Unsaturated Soils
Study on one-dimensional nonlinear consolidation of multi-layered soil using differential quadrature method
Journal article
Chen R.-P., Zhou W.-H., Wang H.-Z., Chen Y.-M.. Study on one-dimensional nonlinear consolidation of multi-layered soil using differential quadrature method[J]. Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics, 2005, 22(3).
Authors:
Chen R.-P.
;
Zhou W.-H.
;
Wang H.-Z.
;
Chen Y.-M.
Favorite
|
|
Submit date:2018/12/21
Differential quadrature method
Multi-layered soil
One-dimensional nonlinear consolidation