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内部出版物
在“
Elsevier电子期刊
”中,
命中:
199
条,耗时:小于0.01 秒
1.
Estimation of bearing capacity factors of cohesive-frictional soil using the cell-based smoothed finite element method
作者:
Canh V. Le
lvcanh@hcmiu.edu.vn
关键词:
Limit analysis
;
Strain smoothing
;
Bearing capacity
;
Cohesive-frictional
;
SOCP
刊名:Computers and Geotechnics
出版年:2017
2.
Strength of reinforced concrete
footings
without transverse reinforcement according to limit analysis
作者:
Joã
;
o T. Simõ
;
es
;
joao.simoes@epfl.ch" class="auth_mail" title="E-mail the corresponding author
;
Duarte M.V. Faria
duarte.viulafaria@epfl.ch" class="auth_mail" title="E-mail the corresponding author
;
Miguel Ferná
;
ndez Ruiz
miguel.fernandezruiz@epfl.ch" class="auth_mail" title="E-mail the corresponding author
;
Aurelio Muttoni
aurelio.muttoni@epfl.ch" class="auth_mail" title="E-mail the corresponding author
关键词:
Limit analysis
;
Kinematical theorem
;
Footings
;
Flexural strength
;
Punching shear strength
;
Flexural-shear regime
;
Simplified formulations
刊名:Engineering Structures
出版年:2016
3.
Settlement predictions of
footings
on sands using probabilistic analysis
作者:
Felipe Carvalho BungenstabAuthor Vitae
;
Ká
;
tia Vanessa Bicalho
;
kvbicalho@gmail.com" class="auth_mail" title="E-mail the corresponding author
Author Vitae
关键词:
Footings
;
Settlements
;
Probabilities
;
Deformability modulus
刊名:Journal of Rock Mechanics and Geotechnical Engineering
出版年:2016
4.
Required strength of geosynthetic in reinforced soil structures supporting spread
footings
in three dimensions
作者:
Shangchuan Yang
a
;
ysc4711@gmail.com" class="auth_mail" title="E-mail the corresponding author
;
Ben Leshchinsky
b
;
ben.leshchinsky@oregonstate.edu" class="auth_mail" title="E-mail the corresponding author
;
Fei Zhang
a
;
c
;
feizhang@hhu.edu.cn" class="auth_mail" title="E-mail the corresponding author
;
Yufeng Gao
a
;
yfgao66@163.com" class="auth_mail" title="E-mail the corresponding author
关键词:
Geosynthetics
;
Reinforced structures
;
Spread
footings
;
Stability analysis
;
Three-dimensional slope stability
;
Limit analysis
刊名:Computers and Geotechnics
出版年:2016
5.
Seismic bearing capacity of strip
footings
on rock masses using the Hoek-Brown failure criterion
作者:
Amin Keshavarz
;
keshavarz@pgu.ac.ir" class="auth_mail" title="E-mail the corresponding author
;
amin_keshavarz@yahoo.com" class="auth_mail" title="E-mail the corresponding author
Author Vitae
;
Abdoreza Fazeli
;
Siavosh Sadeghi
关键词:
Rock mass
;
Bearing capacity
;
Strip
footings
;
Stress characteristics
;
Hoek&ndash
;
Brown failure criterion
刊名:Journal of Rock Mechanics and Geotechnical Engineering
出版年:2016
6.
Structural design of isolated column
footings
作者:
Fathi Abdrabbo
;
Zaki I. Mahmoud
;
Mariana Ebrahim
关键词:
Footing
;
Codes
;
Punching shear
;
Shear span
;
Correlation
;
Contact stress
刊名:Alexandria Engineering Journal
出版年:2016
7.
Influence of
footings
stiffness on punching resistance
作者:
Ĺudoví
;
t Fillo
a
;
ludovit.fillo@stuba.sk" class="auth_mail" title="E-mail the corresponding author
;
Tomá
;
&scaron
;
Augustí
;
n
a
;
tomas.augustin@stuba.sk" class="auth_mail" title="E-mail the corresponding author
;
Veronika Knapcová
;
a
;
veronika.dvoranova@stuba.sk" class="auth_mail" title="E-mail the corresponding author
;
Jana Labudková
;
b
;
jana.labudkova@vsb.cz" class="auth_mail" title="E-mail the corresponding author
关键词:
Footings
stiffness
;
Punching
;
Shear resistance
刊名:Perspectives in Science
出版年:2016
8.
Bearing capacity of strip
footings
on unsaturated soils by the slip line theory
作者:
Thanh Vo
;
Adrian R. Russell
;
a.russell@unsw.edu.au" class="auth_mail" title="E-mail the corresponding author
关键词:
Strip footing
;
Bearing capacity
;
Unsaturated soil
;
Slip line theory
;
Suction profile
刊名:Computers and Geotechnics
出版年:2016
9.
Estimation on settlement of precast tower
footings
along the Qinghai-Tibet Power Transmission Line in warm permafrost regions
作者:
Jianming Zhang
;
Guofeng Ruan
;
Kai Su
;
Hu Zhang
关键词:
Precast footing
;
Warm and ice-rich permafrost
;
Climate warming
;
Numerical simulation
;
Thaw settlement process
刊名:Cold Regions Science and Technology
出版年:2016
10.
Static and seismic bearing capacity of shallow strip
footings
作者:
Ernesto Cascone
;
ecascone@unime.it" class="auth_mail" title="E-mail the corresponding author
;
Orazio Casablanca
关键词:
Bearing capacity
;
Shallow foundations
;
Earthquakes
;
Soil inertia
;
Method of characteristics
;
Pseudo-static analysis
刊名:Soil Dynamics and Earthquake Engineering
出版年:2016
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