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1
Microsoft Word - Boulanger_Idriss_CGM04-01_2004.doc
Ross
cyclic
soils
stress
shear
failure
behavior
undrained
earthquake
ratio
values
crr
liquefaction
ocr
silt
clays
strain
tests
cycles
grained
idriss
static
strains
depth
τcyc
engineering
shown
stresses
kα
samples
versus
average
estimated
procedures
sands
cpt
equivalent
buildings
consolidation
msf
peak
analysis
laboratory
consolidated
ladd
plasticity
silts
testing
dss
triaxial
σvc
File:
PDF, 9.30 MB
Your tags:
0
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2
Discrete-Element Simulation of Dense Sand under Uni- and Bidirectional Cyclic Simple Shear Considering Initial Static Shear Effect
M. D. Jiang
,
M. Q. Xu
,
Q. X. Wu
,
K. Pan
,
and https://orcid.org/0000-0003-4632-1355Z. X. Yang
,
M.ASCE. Email:
[email protected]
shear
cyclic
stress
fabric
liquefaction
static
tests
initial
doi.org
failure
shearing
strain
bidirectional
granular
asce
paths
flow
behavior
deviatoric
multidirectional
evolution
effect
resistance
earthquake
unidirectional
cases
observed
soils
cycles
effective
geotech
tensor
effects
geomech
sample
ssr0
undrained
accumulation
residual
reversal
shown
approximately
chiaro
deformation
engineering
norm
path
presents
simulation
simulations
Year:
2022
File:
PDF, 2.23 MB
Your tags:
0
/
0
2022
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