|
sands |
4 |
|
sandy soil |
4 |
|
soil-structure interaction |
4 |
|
bearing capacity |
3 |
|
behaviour |
3 |
|
comparing |
3 |
|
construction effect |
3 |
|
creep |
3 |
|
driven piles |
3 |
|
field test |
3 |
|
field tests |
3 |
|
full-scale tests |
3 |
|
hong kong |
3 |
|
interactions |
3 |
|
jacked pile |
3 |
|
jacked piles |
3 |
|
load test |
3 |
|
load tests |
3 |
|
neutral point |
3 |
|
pile driving |
3 |
|
pile foundations |
3 |
|
piles |
3 |
|
pore pressures |
3 |
|
preformed pile |
3 |
|
residual soils |
3 |
|
residual stress |
3 |
|
rock-socketd pile |
3 |
|
sand |
3 |
|
shaft resistance |
3 |
|
shear strength |
3 |
|
time effect |
3 |
|
anisotropy |
2 |
|
ann yawed wake model |
2 |
|
bayesian ml algorithm |
2 |
|
critical state |
2 |
|
discrete element method |
2 |
|
double-layer ml control framework |
2 |
|
fabric |
2 |
|
fines content |
2 |
|
granular materials |
2 |
|
laboratory tests |
2 |
|
liquefaction |
2 |
|
offshore wind turbine |
2 |
|
particle characteristics |
2 |
|
particle-scale behaviour |
2 |
|
resonant column test |
2 |
|
row-based cooperative control scheme |
2 |
|
shear modulus |
2 |
|
silty sand |
2 |
|
wave propagation |
2 |
|
wind distribution |
2 |
|
wind farm layout |
2 |
|
2.5d fem |
1 |
|
2.5d finite element method |
1 |
|
accumulated rotation |
1 |
|
active isolation |
1 |
|
air-pressure |
1 |
|
ale model |
1 |
|
amplification |
1 |
|
analytical method |
1 |
|
analytical solution |
1 |
|
angle of friction |
1 |
|
angle of repose |
1 |
|
anisotropic stress state |
1 |
|
anisotropyx |
1 |
|
arching |
1 |
|
arching effect |
1 |
|
array records |
1 |
|
assessment method |
1 |
|
b-value |
1 |
|
base capacity |
1 |
|
baseline correction |
1 |
|
bedding plane |
1 |
|
bender element |
1 |
|
bender element test |
1 |
|
bender-extender element |
1 |
|
bifurcation |
1 |
|
bifurcations |
1 |
|
binary mixture |
1 |
|
binary mixtures |
1 |
|
binary packing materials |
1 |
|
blast loading |
1 |
|
boundary |
1 |
|
breakage energy (破碎耗能) |
1 |
|
bridges |
1 |
|
canyon |
1 |
|
case studies |
1 |
|
coefficient of earth pressure at rest |
1 |
|
columns |
1 |
|
comparison |
1 |
|
compressibility |
1 |
|
compression wave |
1 |
|
concentrated load |
1 |
|
concrete-filled double skin steel tubular structure |
1 |
|
cone penetration test |
1 |
|
cone penetration test (cpt) |
1 |
|
cone penetration tests |
1 |
|
constitutive modeling |
1 |
|
constitutive models |
1 |
|
constitutive relations |
1 |
|
constrained modulus |
1 |
|
coordination number |
1 |
|
critical state (臨界狀態) |
1 |
|
critical state line |
1 |
|
critical state line slope (臨界狀態線斜率) |
1 |
|
critical state soil mechanics |
1 |
|
critical state theory |
1 |
|
cyclic behavior |
1 |
|
cyclic behaviour |
1 |
|
cyclic loading |
1 |
|
cyclic loads |
1 |
|
cyclic resistance |
1 |
|
cyclic simple shear loading |
1 |
|
cyclic strength |
1 |
|
damping |
1 |
|
damping effect |
1 |
|
damping ratio |
1 |
|
decomposed granite |
1 |
|
deep soft soil deposits |
1 |
|
deformation |
1 |
|
degree of saturation |
1 |
|
dem |
1 |
|
deposition plane orientation angle |
1 |
|
differentiation of discrete data |
1 |
|
digital signal processing |
1 |
|
dikes |
1 |
|
dilatancy |
1 |
|
dilatancy (剪脹) |
1 |
|
dilation angle |
1 |
|
direct shear test (直剪試驗) |
1 |
|
discrete element |
1 |
|
discrete element method (dem) |
1 |
|
discrete-element modelling |
1 |
|
dispersion |
1 |
|
displacement piles |
1 |
|
dynamic characteristic |
1 |
|
dynamic response |
1 |
|
dynamic response analysis |
1 |
|
dynamic shear modulus |
1 |
|
dynamic soil-structure interaction |
1 |
|
dynamic testing |
1 |
|
dynamics |
1 |
|
dynamics,vibration,partial saturation,earthquakes |
1 |
|
earth and rockfill dam |
1 |
|
earth pressures |
1 |
|
earthquake magnitude |
1 |
|
earthquakes |
1 |
|
elastic moduli |
1 |
|
elasticity |
1 |
|
embankments |
1 |
|
empirical correlations |
1 |
|
energy dissipation |
1 |
|
energy dissipation function |
1 |
|
energy-based approach |
1 |
|
environmental vibration |
1 |
|
epicentral distance |
1 |
|
equivalent skeleton void ratio |
1 |
|
excess pore-water pressure |
1 |
|
extreme void ratio |
1 |
|
fabric anisotropy |
1 |
|
fabric/structure of soils |
1 |
|
faction |
1 |
|
factor design |
1 |
|
failure |
1 |
|
far field |
1 |
|
fatigue |
1 |
|
fe prediction |
1 |
|
fiber-reinforced sand |
1 |
|
field measurement |
1 |
|
fine particle |
1 |
|
fine particles |
1 |
|
fines |
1 |
|
finite element model |
1 |
|
finite strain |
1 |
|
flood risk |
1 |
|
force chain |
1 |
|
foundations |
1 |
|
frequency |
1 |
|
friction |
1 |
|
friction angle |
1 |
|
friction coefficient (摩擦系數) |
1 |
|
friction fatigue |
1 |
|
fundamental period |
1 |
|
g 0 |
1 |
|
geographic information system (gis) |
1 |
|
geomaterials |
1 |
|
geosciences |
1 |
|
geosynthetics |
1 |
|
geotechnical earthquake engineering |
1 |
|
granular material |
1 |
|
granular material (顆粒材料) |
1 |
|
granular soil |
1 |
|
granular soil with fines |
1 |
|
granular soils |
1 |
|
granulated rubber-sand mixtures |
1 |
|
ground improvement |
1 |
|
ground motion |
1 |
|
ground motion amplification |
1 |
|
ground motion,porous media,reflection,wave propagation |
1 |
|
ground vibration |
1 |
|
groundwater table |
1 |
|
haiyuan earthquake |
1 |
|
high mobility |
1 |
|
high speed train |
1 |
|
high-precision instrument |
1 |
|
high-speed train |
1 |
|
higher mode |
1 |
|
horizontal earthquake action |
1 |
|
horizontal ground motion |
1 |
|
importance |
1 |
|
in-situ testing |
1 |
|
influence zone of end bearing |
1 |
|
inhomogeneity |
1 |
|
initial fabric anisotropy |
1 |
|
initial shear stress |
1 |
|
initial state parameter |
1 |
|
initial static shear |
1 |
|
instability behavior |
1 |
|
inter-particle friction |
1 |
|
inter-particle friction (顆粒摩擦) |
1 |
|
interparticle friction |
1 |
|
inverse laplace transform |
1 |
|
irrigation |
1 |
|
jacking load |
1 |
|
jet grouting |
1 |
|
kobe earthquake |
1 |
|
laboratory equipment |
1 |
|
laboratory test |
1 |
|
laboratory testing |
1 |
|
laboratory testslique |
1 |
|
land subsidence |
1 |
|
landslides |
1 |
|
laplace transform |
1 |
|
large-deformation analysis |
1 |
|
lateral load response |
1 |
|
layered soil |
1 |
|
layered soils |
1 |
|
limit |
1 |
|
line distributed load |
1 |
|
lined cavity |
1 |
|
lined tunnel |
1 |
|
liquefaction resistance |
1 |
|
liquefaction susceptibility |
1 |
|
load and resistance |
1 |
|
loess landslide |
1 |
|
long-term performance |
1 |
|
long-term surface settlement |
1 |
|
loose sand |
1 |
|
macro- and micro-scales |
1 |
|
marine sediments |
1 |
|
material of rockfilldam |
1 |
|
mechanical behavior |
1 |
|
mechanical properties |
1 |
|
metro system |
1 |
|
metro tunnel |
1 |
|
micromechanics |
1 |
|
microstructure |
1 |
|
mixing index |
1 |
|
model test |
1 |
|
modulus |
1 |
|
monopile |
1 |
|
monopiles |
1 |
|
moving load |
1 |
|
multidirectional earthquake loading |
1 |
|
natural frequency |
1 |
|
near field |
1 |
|
nearly saturated soil |
1 |
|
non-coaxality |
1 |
|
non-destructive evaluation |
1 |
|
non-linearity |
1 |
|
non-stationary |
1 |
|
nonlinear analysis |
1 |
|
nonlinearity |
1 |
|
numerical simulations |
1 |
|
offshore wind energy |
1 |
|
offshore wind turbinemonopile |
1 |
|
open-ended pile |
1 |
|
p-wave velocity |
1 |
|
parallel seismic test |
1 |
|
partial drainage |
1 |
|
partial saturation |
1 |
|
particle breakage (顆粒破碎) |
1 |
|
particle grading |
1 |
|
particle motion |
1 |
|
particle shape |
1 |
|
particle size |
1 |
|
particle size disparity |
1 |
|
particle size distribution |
1 |
|
particle size ratio |
1 |
|
passive isolation |
1 |
|
pile |
1 |
|
pile installation effect |
1 |
|
pile stiffness |
1 |
|
pile-raft foundation |
1 |
|
pile-soil interaction |
1 |
|
pipe piles |
1 |
|
plasticity |
1 |
|
poisson ratio |
1 |
|
poisson's ratio |
1 |
|
pore pressure |
1 |
|
pore pressure generation |
1 |
|
porous media |
1 |
|
porous soil |
1 |
|
predictions |
1 |
|
pressure dependence |
1 |
|
principal stress direction |
1 |
|
random field |
1 |
|
rayleigh wave velocity |
1 |
|
relative density |
1 |
|
resonant column |
1 |
|
response spectra |
1 |
|
reverse shear behavior |
1 |
|
ring-shear test |
1 |
|
risk assessment |
1 |
|
rubber sand mixture (rsm) |
1 |
|
rubber-sand mixture |
1 |
|
rubber–sand mixtures |
1 |
|
sand (soil type) |
1 |
|
sand with fines |
1 |
|
sand-fines mixtures |
1 |
|
saturated soil |
1 |
|
saturated soils |
1 |
|
saturation effect |
1 |
|
saturation effects |
1 |
|
scour |
1 |
|
secant modulus |
1 |
|
segregation index |
1 |
|
segregation profile |
1 |
|
seismic compression |
1 |
|
seismic design |
1 |
|
seismic effects |
1 |
|
seismic motions |
1 |
|
seismic reflection |
1 |
|
seismic site conditions |
1 |
|
settlement |
1 |
|
shafts |
1 |
|
shanghai |
1 |
|
shear behavior |
1 |
|
shear tests |
1 |
|
shear wave velocity |
1 |
|
shearing dislocation |
1 |
|
shield tunnel |
1 |
|
signal processing |
1 |
|
silts |
1 |
|
silty sands |
1 |
|
simplified analysis model |
1 |
|
simplified model |
1 |
|
site condition |
1 |
|
site effect |
1 |
|
site evaluation |
1 |
|
site investigation |
1 |
|
site response |
1 |
|
slenderness ratio |
1 |
|
slopes |
1 |
|
small strain shear stiffness |
1 |
|
small strain stiffness |
1 |
|
small-strain shear behavior |
1 |
|
small-strain shear modulus |
1 |
|
small-strain young's modulus |
1 |
|
sodium chloride |
1 |
|
soft soil |
1 |
|
soil behavior |
1 |
|
soil behaviour |
1 |
|
soil compaction |
1 |
|
soil damping |
1 |
|
soil erosion |
1 |
|
soil fabric |
1 |
|
soil inhomogeneity |
1 |
|
soil liquefaction |
1 |
|
soil nonlinearity |
1 |
|
soil plug |
1 |
|
soil plugging |
1 |
|
soil properties |
1 |
|
soil-tunnel interaction |
1 |
|
spatial variability |
1 |
|
state dependent sand behavior |
1 |
|
state parameter |
1 |
|
state variable |
1 |
|
static liquefaction |
1 |
|
station |
1 |
|
steel piles |
1 |
|
steel pipe pile |
1 |
|
steel pipe piles |
1 |
|
stiffness |
1 |
|
strain localization |
1 |
|
strain threshold |
1 |
|
strength reduction factors |
1 |
|
stress path |
1 |
|
stress ratio |
1 |
|
stress-dilatancy relation |
1 |
|
stress-dilatancy relationship |
1 |
|
stress-dilatancy relationship (剪脹關系) |
1 |
|
stress-strain behavior |
1 |
|
stress-strain curve |
1 |
|
stress–strain relationship |
1 |
|
strong ground motion |
1 |
|
thermal consolidation |
1 |
|
thermodynamics |
1 |
|
three-dimensional models |
1 |
|
three-dimensional stress space |
1 |
|
threshold value strain |
1 |
|
time-dependent |
1 |
|
time-dependent loading |
1 |
|
time-domain analysis |
1 |
|
timoshenko |
1 |
|
torque-twist curve |
1 |
|
torsion |
1 |
|
track geometric irregularities |
1 |
|
trapdoor test |
1 |
|
trapezoidal fuzzy analytical hierarchical process (fahp) |
1 |
|
triaxial compression |
1 |
|
triaxial stresses |
1 |
|
triaxial test |
1 |
|
triaxial tests |
1 |
|
tripod foundation |
1 |
|
tunnel |
1 |
|
turbulent flow |
1 |
|
ultimate capacity |
1 |
|
undrained shear |
1 |
|
undrained shear behavior |
1 |
|
undrained shear strength |
1 |
|
unified formula |
1 |
|
unsaturated soil |
1 |
|
unsaturated soils |
1 |
|
vc-b curve |
1 |
|
vertical forces |
1 |
|
vertical ground motion |
1 |
|
vertical motion |
1 |
|
vertical strain ratio |
1 |
|
vibration |
1 |
|
vibration reduction |
1 |
|
visco-elastic half-space |
1 |
|
vlasov foundation |
1 |
|
volcanic ash |
1 |
|
volcanic soil |
1 |
|
wave propagation and scattering |
1 |
|
wave velocity |
1 |
|
wenchuan earthquake |
1 |
|
wheel-rail-soil coupled effects |
1 |
|
wind turbine |
1 |
|
young's modulus |
1 |
