|
hong kong |
6 |
|
pull-out resistance |
6 |
|
slope stability |
6 |
|
soil-structure interaction |
6 |
|
crack |
5 |
|
field investigations |
5 |
|
field tests |
5 |
|
piles |
5 |
|
soil nailing |
5 |
|
bridges |
4 |
|
consolidation |
4 |
|
creep |
4 |
|
drilling process monitoring |
4 |
|
dynamics |
4 |
|
education & training |
4 |
|
field test |
4 |
|
finite element |
4 |
|
granite |
4 |
|
laboratory tests |
4 |
|
loose fill |
4 |
|
mathematical modelling |
4 |
|
recruitment |
4 |
|
rock mechanics |
4 |
|
soil mechanics |
4 |
|
soil stabilization |
4 |
|
stress intensity factors |
4 |
|
unsaturated soil |
4 |
|
weathered granite |
4 |
|
wetting front |
4 |
|
wind loading and aerodynamics |
4 |
|
acoustic emission |
3 |
|
airtight barrier |
3 |
|
analytical method |
3 |
|
anisotropy |
3 |
|
arching effect |
3 |
|
automatic drilling process monitoring |
3 |
|
bearing capacity |
3 |
|
behaviour |
3 |
|
bi-material solids |
3 |
|
bi-materials |
3 |
|
boundary element method |
3 |
|
cables & tendons |
3 |
|
case studies |
3 |
|
civil engineering |
3 |
|
closed-form solution |
3 |
|
closure deformation |
3 |
|
comparing |
3 |
|
completely decomposed granite |
3 |
|
composite structures |
3 |
|
computation |
3 |
|
concrete structures |
3 |
|
conservation of natural resources |
3 |
|
construction and demolition (c&d) materials |
3 |
|
construction effect |
3 |
|
construction materials - standards |
3 |
|
coupling relationship |
3 |
|
critical state |
3 |
|
cut slope |
3 |
|
debris flows |
3 |
|
diamond drilling |
3 |
|
digital image processing |
3 |
|
distributed loading |
3 |
|
dpm |
3 |
|
dredge excavation |
3 |
|
drilling |
3 |
|
drilling parameters |
3 |
|
drilling parameters (穿孔參數) |
3 |
|
driven piles |
3 |
|
dry season |
3 |
|
elasticity |
3 |
|
elliptical cracks |
3 |
|
engineering |
3 |
|
engineering geology (工程地質) |
3 |
|
environmental monitoring |
3 |
|
excavation |
3 |
|
excavation disturbed zone |
3 |
|
failure prediction |
3 |
|
failure process |
3 |
|
fiber reinforced polymers |
3 |
|
field instrumentation |
3 |
|
field soil-water characteristics |
3 |
|
field-scale pilot test |
3 |
|
fill soil |
3 |
|
fills |
3 |
|
finite element method |
3 |
|
foundation |
3 |
|
fracture |
3 |
|
fracture mechanics |
3 |
|
fractured rock mass |
3 |
|
full-scale tests |
3 |
|
fundamental singular solution |
3 |
|
fundamental solution |
3 |
|
geotechnical engineering |
3 |
|
geotechnical instrumentation |
3 |
|
glass fiber |
3 |
|
gray prediction |
3 |
|
ground interface |
3 |
|
ground investigation |
3 |
|
ground settlement |
3 |
|
groundwater |
3 |
|
grout flow |
3 |
|
grout penetration |
3 |
|
hazard |
3 |
|
high consolidation stress |
3 |
|
holes |
3 |
|
hydraulic rotary drill |
3 |
|
hysteresis |
3 |
|
identification |
3 |
|
identification of geotechnical interface |
3 |
|
identification of geotechnical interface (界面識別) |
3 |
|
imaging techniques |
3 |
|
indirect tensile test |
3 |
|
inhomogeneity |
3 |
|
initiation and propagation |
3 |
|
instrumented borehole drilling |
3 |
|
instrumented drilling system |
3 |
|
instrumented drilling system (儀器鉆進系統) |
3 |
|
interactions |
3 |
|
interface friction angle |
3 |
|
interfaces |
3 |
|
intricate weathered granite |
3 |
|
intricate weathered granite (復雜風化花崗巖) |
3 |
|
jacked pile |
3 |
|
jacked piles |
3 |
|
korea |
3 |
|
laboratory apparatus |
3 |
|
laboratory test |
3 |
|
land reclamation |
3 |
|
landslide investigation |
3 |
|
large consolidometer |
3 |
|
lining |
3 |
|
load test |
3 |
|
load tests |
3 |
|
marine environment |
3 |
|
marine mud |
3 |
|
material properties |
3 |
|
materials testing - instrumentation - methods |
3 |
|
matric suction |
3 |
|
moisture content |
3 |
|
moisture probe |
3 |
|
monitoring |
3 |
|
neutral point |
3 |
|
numerical modeling |
3 |
|
numerical procedure |
3 |
|
numerical simulation |
3 |
|
oceans and seas |
3 |
|
parameters |
3 |
|
penetrating parameter |
3 |
|
penetrating parameters |
3 |
|
penetration rate |
3 |
|
percussion index |
3 |
|
pile driving |
3 |
|
pile foundations |
3 |
|
pore pressures |
3 |
|
port development |
3 |
|
preformed pile |
3 |
|
pullout resistance |
3 |
|
quality control |
3 |
|
rainfall |
3 |
|
rainfall infiltration |
3 |
|
real-time classification |
3 |
|
real-time classification of rock |
3 |
|
rebound movement |
3 |
|
rectangular area |
3 |
|
recycling |
3 |
|
refuse disposal - methods |
3 |
|
regional assessment |
3 |
|
residual soils |
3 |
|
residual stress |
3 |
|
risk |
3 |
|
rock and soil mechanics (巖土力學) |
3 |
|
rock drillability |
3 |
|
rock joints |
3 |
|
rock-socketd pile |
3 |
|
root area ratio |
3 |
|
root cohesion |
3 |
|
root system |
3 |
|
root tensile strength |
3 |
|
rotary drilling |
3 |
|
rotary-hydraulic drilling |
3 |
|
rotary-percussive drilling |
3 |
|
sand |
3 |
|
sands |
3 |
|
sandstone |
3 |
|
sandy soil |
3 |
|
seawall foundation |
3 |
|
shaft resistance |
3 |
|
shield tunnelling |
3 |
|
shiplock |
3 |
|
slope stability assessment |
3 |
|
soft marine deposit |
3 |
|
soft soils |
3 |
|
soil improvement |
3 |
|
soil nail |
3 |
|
soil slope |
3 |
|
soil water |
3 |
|
soil-nail interaction |
3 |
|
southwestern china |
3 |
|
specific energy of penetrating |
3 |
|
specific energy of rotary drilling |
3 |
|
standard penetration |
3 |
|
steel bridge |
3 |
|
steel structures |
3 |
|
stochastic fractures |
3 |
|
stress analysis |
3 |
|
stress concentration |
3 |
|
subway construction |
3 |
|
suction |
3 |
|
surface topography |
3 |
|
temperature |
3 |
|
temperature gradient |
3 |
|
tensiometer |
3 |
|
thermal response |
3 |
|
three gorges |
3 |
|
time effect |
3 |
|
transverse isotropy |
3 |
|
underwater vacuum preloading |
3 |
|
unevenness |
3 |
|
volcanic rock |
3 |
|
vulnerability |
3 |
|
water pollution, chemical - prevention & control |
3 |
|
waviness |
3 |
|
weathering profiles |
3 |
|
weibull |
3 |
|
yangtze river |
3 |
|
yunnan province |
3 |
|
安裝 (installation) |
3 |
|
監測系統 (instrumentation system) |
3 |
|
監測試驗 (monitoring experiment) |
3 |
|
設計 (design) |
3 |
|
邊坡 (slope) |
3 |
|
acoustic detection |
2 |
|
agricultural irrigation |
2 |
|
algorithms |
2 |
|
analysis |
2 |
|
analytical design method |
2 |
|
artificial rainfall |
2 |
|
asphalt concrete |
2 |
|
automatic mesh generation |
2 |
|
automation |
2 |
|
back-propagation neural network |
2 |
|
bayesian method |
2 |
|
beam |
2 |
|
bem |
2 |
|
bending plate |
2 |
|
biot theory |
2 |
|
blasting |
2 |
|
body force |
2 |
|
borehole |
2 |
|
boundary and finite element methods |
2 |
|
boundary collocation method |
2 |
|
boundary elements |
2 |
|
breach |
2 |
|
bridges, steel |
2 |
|
brittle rock |
2 |
|
cable-stayed bridges |
2 |
|
china |
2 |
|
clays |
2 |
|
coal mining |
2 |
|
coefficient of permeability |
2 |
|
complex stress functions |
2 |
|
computer networks |
2 |
|
computers |
2 |
|
constant loading test |
2 |
|
constant shear |
2 |
|
constitutive model |
2 |
|
constitutive modelling |
2 |
|
construction |
2 |
|
convex model |
2 |
|
crack growth |
2 |
|
cracking |
2 |
|
ct |
2 |
|
damage |
2 |
|
damage degree |
2 |
|
darcy's law |
2 |
|
deep excavation |
2 |
|
deformation |
2 |
|
dem |
2 |
|
design |
2 |
|
developing characteristics |
2 |
|
digital image |
2 |
|
digital image processing (數字圖像處理) |
2 |
|
digital techniques |
2 |
|
dilatancy |
2 |
|
dip-fem |
2 |
|
direct shear test |
2 |
|
discharge |
2 |
|
discrete element method |
2 |
|
displacement-controlled method (dcm) |
2 |
|
docking blocks |
2 |
|
dominant fracture |
2 |
|
dragload |
2 |
|
drillhole |
2 |
|
dual fracture model |
2 |
|
dual reciprocity method |
2 |
|
dynamic soil-foundation interaction |
2 |
|
dynamic soil-structure interaction |
2 |
|
earth-retaining structures |
2 |
|
earthquake |
2 |
|
edge detection |
2 |
|
elastic foundation |
2 |
|
elasto-plastic |
2 |
|
elliptical crack |
2 |
|
embedded bond-slip |
2 |
|
embedded element |
2 |
|
engineering-geological problem |
2 |
|
experimental studies |
2 |
|
extreme analysis |
2 |
|
failures |
2 |
|
fgm |
2 |
|
field monitoring |
2 |
|
field test (強度) |
2 |
|
field theory (physics) |
2 |
|
finite difference method |
2 |
|
finite difference method (有限差分法) |
2 |
|
finite element analysis |
2 |
|
finite element modelling |
2 |
|
finite elements |
2 |
|
flexible surface foundation |
2 |
|
flood |
2 |
|
flow |
2 |
|
fluid coupled simulations |
2 |
|
fluid flow |
2 |
|
fractal dimension |
2 |
|
fractured rock matrix |
2 |
|
free boundary problem |
2 |
|
free boundary problems |
2 |
|
friction |
2 |
|
full-scale test |
2 |
|
functionally graded materials |
2 |
|
generalized kelvin solution |
2 |
|
genetic algorithm |
2 |
|
geographic information system (gis) |
2 |
|
geomaterial |
2 |
|
geomechanics |
2 |
|
geometry vectorization |
2 |
|
grain-size distribution |
2 |
|
granite (花崗巖) |
2 |
|
granular materials |
2 |
|
gravelly soil |
2 |
|
gravitational forces |
2 |
|
ground deformations |
2 |
|
ground improvement |
2 |
|
groundwater flow modeling |
2 |
|
hankel transforms |
2 |
|
harmonic seismic waves |
2 |
|
heat transfer |
2 |
|
heifangtai |
2 |
|
heterogeneity |
2 |
|
heterogeneous |
2 |
|
heterogeneous geomaterials (非均質材料) |
2 |
|
heterogeneous materials |
2 |
|
hong kong granite |
2 |
|
hybrid boundary node method |
2 |
|
impounding |
2 |
|
incompressible behaviour |
2 |
|
infiltration |
2 |
|
inter-particle friction |
2 |
|
interface |
2 |
|
interface element |
2 |
|
iterative methods |
2 |
|
landslide |
2 |
|
landslide dam |
2 |
|
landslide feature |
2 |
|
landslides |
2 |
|
large direct shear apparatus |
2 |
|
layered foundation |
2 |
|
line load |
2 |
|
load-controlled method (lcm) |
2 |
|
localization |
2 |
|
loess earth flow/landslide |
2 |
|
loess landslide |
2 |
|
loess plateau |
2 |
|
loess slope |
2 |
|
logistic regression |
2 |
|
loose fill slope |
2 |
|
management |
2 |
|
material inhomogeneity |
2 |
|
matrix transfer method |
2 |
|
mesh generation |
2 |
|
meso-damage of soil structure |
2 |
|
mesoscope structure |
2 |
|
metro tunnels |
2 |
|
micro cracking |
2 |
|
micromechanical analysis |
2 |
|
microstructure |
2 |
|
mine pillar design |
2 |
|
mineral grain |
2 |
|
minerals |
2 |
|
mixed formulation |
2 |
|
monitoring system |
2 |
|
monte carlo simulation |
2 |
|
movement |
2 |
|
moving boundary |
2 |
|
moving load |
2 |
|
multilayered materials |
2 |
|
negative skin friction |
2 |
|
neural networks |
2 |
|
numerical analysis |
2 |
|
numerical analysis (數值分析) |
2 |
|
numerical analysis. |
2 |
|
numerical method |
2 |
|
old landslide |
2 |
|
optimal design |
2 |
|
optimization |
2 |
|
parametric studies |
2 |
|
particular solution |
2 |
|
peak particle velocity (ppv) |
2 |
|
penny-shaped crack |
2 |
|
pennyshaped crack |
2 |
|
permeability coefficient |
2 |
|
pile-soil interface |
2 |
|
plane strain |
2 |
|
plate |
2 |
|
plateau edge cracks |
2 |
|
pore pressure |
2 |
|
pore water pressure (沉降) |
2 |
|
preexisting landslide |
2 |
|
probability |
2 |
|
radial basis function |
2 |
|
raft on foundation |
2 |
|
rain-induced failure |
2 |
|
reactivation |
2 |
|
recompacted soil |
2 |
|
reinforcement |
2 |
|
reliability |
2 |
|
reliability theory |
2 |
|
reservoir filling |
2 |
|
robust design |
2 |
|
robust reliability |
2 |
|
rock |
2 |
|
rock mechanics (巖石力學) |
2 |
|
rock roof |
2 |
|
rock weibull |
2 |
|
rock-filled dam |
2 |
|
rock-socketed pile |
2 |
|
rocks |
2 |
|
roots enforcement |
2 |
|
s-criterion |
2 |
|
saturated poroelastic soils |
2 |
|
saturated soft soil |
2 |
|
saturated soils |
2 |
|
seepage |
2 |
|
seepage flow |
2 |
|
settlement |
2 |
|
settlement (孔隙水壓力) |
2 |
|
shear band |
2 |
|
shear failure |
2 |
|
shear mechanism |
2 |
|
shear strength |
2 |
|
site investigation |
2 |
|
slope |
2 |
|
sneddon and muki solution |
2 |
|
soil |
2 |
|
soil compaction |
2 |
|
soil consolidation. |
2 |
|
soil dynamics |
2 |
|
soil plasticity |
2 |
|
south jingyang plateau |
2 |
|
stability analysis |
2 |
|
stability evaluation |
2 |
|
stabilization techniques |
2 |
|
standard penetration test |
2 |
|
stochastic theory |
2 |
|
strain softening |
2 |
|
strength (現場試驗) |
2 |
|
strength degradation |
2 |
|
strength-reduction technique |
2 |
|
stress path |
2 |
|
stress-strain relations |
2 |
|
structural analysis (engineering) |
2 |
|
structural engineering |
2 |
|
surcharge |
2 |
|
surface footing |
2 |
|
swcc |
2 |
|
symmetric and asymmetric structural configurations |
2 |
|
tension failure |
2 |
|
the three gorges project |
2 |
|
thermal gradients |
2 |
|
three gorges area |
2 |
|
tip depth |
2 |
|
transfer matrix method |
2 |
|
triaxial test |
2 |
|
truss bolt |
2 |
|
tunnel |
2 |
|
uncertainty |
2 |
|
underground mine |
2 |
|
underwater vacuum preloading (水下真空預壓) |
2 |
|
undisturbed soil |
2 |
|
unsatisfactory degree function |
2 |
|
unsaturated hydraulic parameter |
2 |
|
unsaturated seepage |
2 |
|
variational inequality |
2 |
|
vetiver grass |
2 |
|
vibrations |
2 |
|
video microscope |
2 |
|
water infiltration |
2 |
|
water level |
2 |
|
xietan landslide |
2 |
|
三峽水庫 (three gorges reservoir) |
2 |
|
剪切破壞模式 (shear failure mode) |
2 |
|
加載條件 (loading conditions) |
2 |
|
古滑坡 (preexisting landslide) |
2 |
|
坡面与沟谷侵蚀 (relationship between hillslope and gully erosion) |
2 |
|
壓剪斷裂 (compression shear fracture) |
2 |
|
小流域 (small catchment) |
2 |
|
尺寸效應 (size effect) |
2 |
|
巖爆 (rock burst) |
2 |
|
巖爆 (rock-burst) |
2 |
|
巖爆 (rockburst) |
2 |
|
巖石 (rock) |
2 |
|
巖體斷裂 (rock fracture) |
2 |
|
工程地質 (engineering geology) |
2 |
|
強度準則 (strength criterion) |
2 |
|
復型技術 (replica technique) |
2 |
|
微裂紋觀察 (microcrack observation0 |
2 |
|
應力強度因子 (stress intensity factors) |
2 |
|
應力狀態 (stress state) |
2 |
|
拉剪斷裂 (tension shear fracture) |
2 |
|
斷裂準則 (fracture criteria) |
2 |
|
本構模擬 (constitutive modeling) |
2 |
|
極限深度 (limiting depth) |
2 |
|
模擬試驗 (simulation testing) |
2 |
|
水位 (water level) |
2 |
|
滲壓 (seepage pressure) |
2 |
|
監測系統 (monitoring system) |
2 |
|
礦物破壞 (mineral failure) |
2 |
|
節理巖體圓形洞室 (circular cavern with joints) |
2 |
|
聲發射 (acoustic emission) |
2 |
|
蓄水 (filling) |
2 |
|
變形和破壞局部化 (localized deformation and failure) |
2 |
|
離散單元法 (discrete element method) |
2 |
|
黄土高原 (the loess plateau) |
2 |
|
3-d coupled model |
1 |
|
artificial specimen |
1 |
|
biot's theory |
1 |
|
bond slips |
1 |
|
boundary integration |
1 |
|
boussinesq equations |
1 |
|
case ii |
1 |
|
cbos algorithm |
1 |
|
chinese loess plateau |
1 |
|
compliance |
1 |
|
coupled model |
1 |
|
crack coalescence |
1 |
|
crack interaction |
1 |
|
critical slip line |
1 |
|
deep geological disposal |
1 |
|
direct tensile test |
1 |
|
dry sands |
1 |
|
euler equations |
1 |
|
experimental study |
1 |
|
f-rfpa2d system |
1 |
|
f-rfpa2d系統 (f-rfpa2d) |
1 |
|
fabric tensors |
1 |
|
factor of safety |
1 |
|
field testing |
1 |
|
finite element methods |
1 |
|
finite element techniques |
1 |
|
flow-stress-damage model |
1 |
|
flume test |
1 |
|
fractal |
1 |
|
gansu province |
1 |
|
griffith criterion |
1 |
|
groundwater outbursts |
1 |
|
groundwater table rise |
1 |
|
heterogeneous material |
1 |
|
high-level radioactive waste (hlw) |
1 |
|
hydraulic fracturing |
1 |
|
hydraulic pressures |
1 |
|
interfacial behaviors |
1 |
|
irrigation effects |
1 |
|
irrigation waters |
1 |
|
jointed rock |
1 |
|
kaiser effect |
1 |
|
landslide susceptibility mapping |
1 |
|
laplace equation |
1 |
|
ldlt decomposition |
1 |
|
limit equilibrium method |
1 |
|
limit equilibrium methods |
1 |
|
load response |
1 |
|
loess flow |
1 |
|
loess platform |
1 |
|
logistic regression method |
1 |
|
mescoscopic |
1 |
|
model test |
1 |
|
multiple cracks |
1 |
|
n-s equations |
1 |
|
near-symmetric matrices |
1 |
|
nonlinear waves |
1 |
|
numerical approach |
1 |
|
numerical wave flume |
1 |
|
odf |
1 |
|
one-class sample |
1 |
|
permeability |
1 |
|
permeability evolution |
1 |
|
permeable rocks |
1 |
|
physico-mechanical properties |
1 |
|
physics |
1 |
|
pore proportioning |
1 |
|
pore structure |
1 |
|
power laws |
1 |
|
relationship |
1 |
|
reservoir impoundment |
1 |
|
rock failure |
1 |
|
second-order stokes wave |
1 |
|
seepage mechanics |
1 |
|
shear characteristics |
1 |
|
sliding cracks |
1 |
|
slope stability analysis |
1 |
|
strength |
1 |
|
stress intensity factor |
1 |
|
sub-surface |
1 |
|
support vector machine (svm) |
1 |
|
surface |
1 |
|
testing study |
1 |
|
thermodynamics |
1 |
|
time-temperature effect |
1 |
|
two-class sample |
1 |
|
underground coal mining |
1 |
|
water pressure |
1 |
|
wave forces |
1 |
|
wave-generation method of defining inlet boundary conditions |
1 |
|
weibull's distribution |
1 |
|
weibull's function |
1 |
|
數值模擬 (numerical simulation) |
1 |
|
水壓致裂 (hydraulic fracturing) |
1 |
|
破裂過程 (failure process) |
1 |
|
非均勻性 (heterogeneity) |
1 |
