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在“
Elsevier电子期刊
”中,
命中:
89
条,耗时:0.0249884 秒
在所有数据库中总计命中:
272
条
1.
Bearing
behavior of multiple
pile
s for offshore wind driven generator
作者:
Wenjun Lu
;
Ga. Zhang
;
zhangga@tsinghua.edu.cn
;
Aixia Wang
关键词:
Multiple
pile
s
;
Foundation
;
Offshore wind generator
;
Bearing
mechanism
;
Centrifuge model test
;
Finite element method
刊名:Ocean Engineering
出版年:2017
2.
Calibration of resistance factor for design of
pile
foundations considering feasibility robustness
作者:
Dian-Qing Li
a
;
dianqing@whu.edu.cn" class="auth_mail" title="E-mail the corresponding author
;
Xing Peng
a
;
px09@whu.edu.cn" class="auth_mail" title="E-mail the corresponding author
;
Sara Khoshnevisan
b
;
skhoshn@g.clemson.edu" class="auth_mail" title="E-mail the corresponding author
;
C. Hsein Juang
c
;
b
;
hsein@clemson.edu" class="auth_mail" title="E-mail the corresponding author
关键词:
Pile
foundations
;
Load and resistance factor design
;
Uncertainty
;
Target reliability index
;
Feasibility robustness
;
Calibration
刊名:Computers and Geotechnics
出版年:2017
3.
Comparative Evaluation of
Bearing
Capacity
of a Short Driven Pyramidal-prismatic
Pile
Using Mathematical Models
作者:
Veniamin I. Isaev
;
Andrey V. Maltsev
;
Andrey A. Karpov
;
andrkarpow@yandex.ru" class="auth_mail" title="E-mail the corresponding author
关键词:
pyramidal-prismatic
pile
;
bearing
capacity
of a
pile
;
mathematical model of the &ldquo
;
pile
-soil&rdquo
;
system
刊名:Procedia Engineering
出版年:2016
4.
Ultimate
bearing
capacity
of laterally loaded
pile
s in clay - Some practical considerations
作者:
Youhu Zhang
a
;
youhu.zhang@ngi.no" class="auth_mail" title="E-mail the corresponding author
;
Knut H. Andersen
a
;
knut.h.andersen@ngi.no" class="auth_mail" title="E-mail the corresponding author
;
Giacomo Tedesco
b
;
giacomo.tedesco@unibo.it" class="auth_mail" title="E-mail the corresponding author
关键词:
Pile
;
Clay
;
Lateral loading
;
Bearing
capacity
;
Anisotropy
;
Suction
刊名:Marine Structures
出版年:2016
5.
Methods for Estimating the Load
Bearing
Capacity
of
Pile
Foundation Using the Results of Penetration Tests - Case Study of Road Viaduct Foundation
作者:
Wojciech Kozłowski
a
;
w.kozlowski@po.opole.pl" class="auth_mail" title="E-mail the corresponding author
;
Dariusz Niemczynski
b
关键词:
load
bearing
capacity
;
pile
foundations
;
static probing
刊名:Procedia Engineering
出版年:2016
6.
Effect of temperature induced excess porewater pressures on the shaft
bearing
capacity
of geothermal
pile
s
作者:
Raul Fuentes
a
;
r.fuentes@leeds.ac.uk
;
Nuria Pinyol
b
;
nuria.pinyol@upc.edu
;
Eduardo Alonso
b
;
eduardo.alonso@upc.edu
关键词:
Pile
s
;
Geothermal
;
Bearing
capacity
刊名:Geomechanics for Energy and the Environment
出版年:2016
7.
Analysis of The arching phenomenon of bored
pile
s in sand
作者:
Zahraa A. Kamal
;
zahraakamal1012@gmail.com" class="auth_mail" title="E-mail the corresponding author
;
Mohamed G. Arab
mg_arab@mans.edu.eg" class="auth_mail" title="E-mail the corresponding author
;
Adel Dif
Adif@mans.edu.eg" class="auth_mail" title="E-mail the corresponding author
关键词:
Numerical modeling
;
Bored
pile
;
Pile
bearing
capacity
;
Limit shaft resistance
;
Arching phenomenon
刊名:Alexandria Engineering Journal
出版年:2016
8.
Research on Pull-out Mechanical Characteristics of
Pile
Foundation in Submerged Floating Tunnel
作者:
Xinghong Jiang
;
Ke Li
;
nick.88@163.com
关键词:
floating tunnel
;
uplift
pile
;
displacement inclination
;
ultimate
bearing
capacity
.
刊名:Procedia Engineering
出版年:2016
9.
Experimental and Theoretical Investigation of the Interaction of the Reinforced Concrete Screw
Pile
s with the Surrounding Soil
作者:
V. Akopyan
;
vovaakop@mail.ru" class="auth_mail" title="E-mail the corresponding author
;
A. Akopyan
关键词:
foundations
;
concrete screw
pile
s
;
soil
;
bearing
capacity
刊名:Procedia Engineering
出版年:2016
10.
Ground Improvement Using Granular
Pile
Anchor Foundation
作者:
Neenu Johnson
a
;
M.N. Sandeep
b
;
neenujohnson23@gmail.com" class="auth_mail" title="E-mail the corresponding author
关键词:
Granular
pile
anchor
;
Granular
pile
;
Uplift force
;
Pullout
capacity
刊名:Procedia Technology
出版年:2016
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