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CNKI期刊论文0611(148)
在“
Elsevier电子期刊
”中,
命中:
353
条,耗时:小于0.01 秒
在所有数据库中总计命中:
14,756
条
1.
The
influence
of
overpressure and focused fluid flow on subaquatic
slope
stability in a formerly glaciated basin: Lake Villarrica (South-Central Chile)
作者:
Jasper Moernaut
a
;
f
;
Jasper.Moernaut@uibk.ac.at
;
Gauvain Wiemer
b
;
Anna Reusch
c
;
i
;
Nina Stark
d
;
Marc De Batist
e
;
Roberto Urrutia
g
;
Bruno Ladró
;
n de Guevara
h
;
Achim Kopf
b
;
Michael Strasser
a
关键词:
Subaquatic landslide
;
Excess pore pressure
;
Slope
stability
;
Deglaciation depositional history
;
Subsurface fluid flow
刊名:Marine Geology
出版年:2017
2.
Simplified
slope
reliability analysis considering spatial soil variability
作者:
Xue-You Li
xliar@connect.ust.hk
;
Li-Min Zhang
;
cezhangl@ust.hk
;
Liang Gao
lgaoab@ust.hk
;
Hong Zhu
zhuhong@connect.ust.hk
关键词:
Slope
stability
;
Geological uncertainty
;
Spatial variability
;
Reliability analysis
;
Random field
;
Finite difference analysis
刊名:Engineering Geology
出版年:2017
3.
Centrifuge
model
ing
of
hydroplaning in submarine
slope
s
作者:
Erika Andrea Acosta
a
;
Sé
;
rgio Tibana
b
;
Má
;
rcio de Souza Soares de Almeida
a
;
Fernando Saboya Jr.
b
;
saboya@uenf.br
关键词:
Hydroplaning
;
Debris flow
;
Submarine
slope
s
;
Geotechnical
centrifuge
刊名:Ocean Engineering
出版年:2017
4.
Post-failure evolution analysis
of
a rainfall-triggered landslide by multi-temporal interferometry SAR approaches integrated with
geotechnical
analysis
作者:
Pierluigi Confuorto
a
;
pierluigi.confuorto@unina.it
;
Diego Di Martire
a
;
diego.dimartire@unina.it
;
Giuseppe Centolanza
b
;
giuseppe.centolanza@tsc.upc.edu
;
Ruben Iglesias
b
;
ruben.iglesias@tsc.upc.edu
;
Jordi J. Mallorqui
b
;
mallorqui@tsc.upc.edu
;
Alessandro Novellino
c
;
alessandro.novellino@geomaticventures.com
;
Simon Plank
d
;
simon.plank@dlr.de
;
Massimo Ramondini
e
;
ramondin@unina.it
;
Kurosch Thuro
f
;
thuro@tum.de
;
Domenico Calcaterra
a
;
domenico.calcaterra@unina.it
关键词:
Persistent Scatterers Interferometry
;
SAR
;
Coherent Pixel Technique-Temporal Sublook Coherence
;
Small Baseline Subset
;
Landslide
;
Crotone province
;
Slope
stability analysis
刊名:Remote Sensing
of
Environment
出版年:2017
5.
Recent advances in high
slope
reinforcement in China: Case studies
作者:
Zuyu Chen
a
;
chenzuyu@iwhr.com
Author Vitae
;
Zhen Wang
b
;
Hao Xi
c
;
Zeyan Yang
d
;
Lichun Zou
e
;
Zhong Zhou
f
;
Chuangbing Zhou
g
关键词:
Slope
engineering
;
Stabilizing pile
;
Soil nail
;
Shear resistance structure
刊名:Journal
of
Rock Mechanics and
Geotechnical
Engineering
出版年:2016
6.
Long-term stability analysis
of
the
left bank abutment
slope
at Jinping I hydropower station
作者:
Long Zhang
a
;
zhanglong2010@tsinghua.org.cn" class="auth_mail" title="E-mail
the
corresponding author
Author Vitae
;
Qiang Yang
b
;
Yaoru Liu
b
关键词:
Creep
model
;
Long-term stability
;
Jinping I hydropower station
;
Abutment
slope
刊名:Journal
of
Rock Mechanics and
Geotechnical
Engineering
出版年:2016
7.
Experimental Study on Native Plant Root Tensile Strength for
Slope
Stabilization
作者:
Piera Paola Capilleri
;
pcapille@dica.unict.it" class="auth_mail" title="E-mail
the
corresponding author
;
Ernesto Motta
;
Erminia Raciti
关键词:
bioengineering
;
naturalistic engineering
;
slope
stability
;
root reinforcement
;
apparent cohesion
刊名:Procedia Engineering
出版年:2016
8.
Mesh-free analysis applied in reinforced soil
slope
s
作者:
Emad Ghazavi Baghini
a
;
ghazavi.emad@gmail.com" class="auth_mail" title="E-mail
the
corresponding author
;
Mohammad Mohsen Toufigh
a
;
Vahid Toufigh
b
关键词:
Natural element method
;
Reinforced soil
slope
;
Soil-geogrid interaction
;
Mesh-free
刊名:Computers and Geotechnics
出版年:2016
9.
Numerical
model
ling
of
seismic
slope
failure using MPM
作者:
Tushar Bhandari
a
;
1
;
bhandaritushar1390@gmail.com" class="auth_mail" title="E-mail
the
corresponding author
;
Fursan Hamad
b
;
fursan.hamad@igs.uni-stuttgart.de" class="auth_mail" title="E-mail
the
corresponding author
;
Christian Moormann
b
;
christian.moormann@igs.uni-stuttgart.de" class="auth_mail" title="E-mail
the
corresponding author
;
K.G. Sharma
a
;
kgsharmaiitd@gmail.com" class="auth_mail" title="E-mail
the
corresponding author
;
Bernhard Westrich
b
;
bmwest@gmx.de" class="auth_mail" title="E-mail
the
corresponding author
关键词:
Material Point Method
;
Non-zero kinematic condition
;
Large deformation
;
Landslides
;
Slope
failure
刊名:Computers and Geotechnics
出版年:2016
10.
Slope
Sensitivity Analysis Using Spencer's Method in Comparison with General Limit Equilibrium Method
作者:
M.W. Agam
;
M.H.M. Hashim
;
mohd_hazizan@usm.my" class="auth_mail" title="E-mail
the
corresponding author
;
M.I. Murad
;
H. Zabidi
关键词:
Slope
sensitivity analysis
;
Spencer's method
;
General limit equilibrium method
刊名:Procedia Chemistry
出版年:2016
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