|
elasticity |
7 |
|
drilling process monitoring |
6 |
|
crack |
5 |
|
digital image processing |
5 |
|
fracture mechanics |
5 |
|
site investigation |
5 |
|
slope stability |
5 |
|
transverse isotropy |
5 |
|
analytical method |
4 |
|
boundary element method |
4 |
|
completely decomposed granite |
4 |
|
creep |
4 |
|
distributed loading |
4 |
|
dpm |
4 |
|
drilling |
4 |
|
finite element method |
4 |
|
functionally graded materials |
4 |
|
granite |
4 |
|
ground investigation |
4 |
|
monitoring |
4 |
|
penetration rate |
4 |
|
sandstone |
4 |
|
soil mechanics |
4 |
|
stress analysis |
4 |
|
stress intensity factors |
4 |
|
three gorges |
4 |
|
weathered granite |
4 |
|
analytical solution |
3 |
|
anisotropy |
3 |
|
arching effect |
3 |
|
automatic drilling process monitoring |
3 |
|
bem |
3 |
|
bi-material solids |
3 |
|
bi-materials |
3 |
|
case studies |
3 |
|
civil engineering |
3 |
|
closed-form solution |
3 |
|
closure deformation |
3 |
|
computation |
3 |
|
coupling relationship |
3 |
|
ct |
3 |
|
cut slope |
3 |
|
debris flows |
3 |
|
diamond drilling |
3 |
|
dredge excavation |
3 |
|
drilling parameters |
3 |
|
drilling parameters (穿孔參數) |
3 |
|
elliptical cracks |
3 |
|
engineering |
3 |
|
engineering geology (工程地質) |
3 |
|
excavation |
3 |
|
excavation disturbed zone |
3 |
|
failure prediction |
3 |
|
fgm |
3 |
|
field instrumentation |
3 |
|
field investigations |
3 |
|
field soil-water characteristics |
3 |
|
field tests |
3 |
|
fill soil |
3 |
|
fills |
3 |
|
foundation |
3 |
|
fractured rock mass |
3 |
|
functionally graded materials (fgms) |
3 |
|
fundamental singular solution |
3 |
|
generalized kelvin solution |
3 |
|
geomechanics |
3 |
|
geotechnical engineering |
3 |
|
gray prediction |
3 |
|
ground interface |
3 |
|
ground settlement |
3 |
|
grout flow |
3 |
|
grout penetration |
3 |
|
hazard |
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 |
|
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 |
|
interface friction angle |
3 |
|
interfaces |
3 |
|
intricate weathered granite |
3 |
|
intricate weathered granite (復雜風化花崗巖) |
3 |
|
laboratory test |
3 |
|
laboratory tests |
3 |
|
land reclamation |
3 |
|
landslide investigation |
3 |
|
landslides |
3 |
|
lining |
3 |
|
loose fill |
3 |
|
marine mud |
3 |
|
matric suction |
3 |
|
moisture content |
3 |
|
moisture probe |
3 |
|
numerical analysis |
3 |
|
numerical analysis (數值分析) |
3 |
|
numerical modeling |
3 |
|
numerical procedure |
3 |
|
parameters |
3 |
|
penetrating parameter |
3 |
|
penetrating parameters |
3 |
|
percussion index |
3 |
|
port development |
3 |
|
pull-out resistance |
3 |
|
pullout resistance |
3 |
|
rainfall |
3 |
|
rainfall infiltration |
3 |
|
real-time classification |
3 |
|
real-time classification of rock |
3 |
|
rectangular area |
3 |
|
regional assessment |
3 |
|
risk |
3 |
|
rock |
3 |
|
rock and soil mechanics (巖土力學) |
3 |
|
rock drillability |
3 |
|
rock joints |
3 |
|
rock mechanics |
3 |
|
rock mechanics (巖石力學) |
3 |
|
rotary drilling |
3 |
|
rotary-hydraulic drilling |
3 |
|
rotary-percussive drilling |
3 |
|
shield tunnelling |
3 |
|
shiplock |
3 |
|
slope stability assessment |
3 |
|
soft soils |
3 |
|
soil nailing |
3 |
|
soil water |
3 |
|
soil-nail interaction |
3 |
|
soil-structure interaction |
3 |
|
southwestern china |
3 |
|
specific energy of penetrating |
3 |
|
specific energy of rotary drilling |
3 |
|
standard penetration |
3 |
|
stochastic fractures |
3 |
|
stress concentration |
3 |
|
subway construction |
3 |
|
surface topography |
3 |
|
tensiometer |
3 |
|
unevenness |
3 |
|
unsaturated soil |
3 |
|
volcanic rock |
3 |
|
vulnerability |
3 |
|
waviness |
3 |
|
weathering profiles |
3 |
|
wetting front |
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 |
|
analytical design method |
2 |
|
asphalt concrete |
2 |
|
automatic mesh generation |
2 |
|
automation |
2 |
|
basin evolution |
2 |
|
biot theory |
2 |
|
borehole |
2 |
|
calcareous strata |
2 |
|
central pier |
2 |
|
china |
2 |
|
civil engineering earth sciences |
2 |
|
clays |
2 |
|
closed-form singular solution |
2 |
|
closed-form solutions |
2 |
|
coal mining |
2 |
|
construction |
2 |
|
contact non-linear problem |
2 |
|
contact nonlinear problem (接觸非線性問題) |
2 |
|
crack growth |
2 |
|
debris-flow basins |
2 |
|
deep excavation |
2 |
|
deep excavations |
2 |
|
design |
2 |
|
digital image |
2 |
|
digital image processing (數字圖像處理) |
2 |
|
digital techniques |
2 |
|
dip-fem |
2 |
|
dominant fracture |
2 |
|
drillhole |
2 |
|
dual boundary element method (對偶邊界元方法) |
2 |
|
dual fracture model |
2 |
|
earthworks |
2 |
|
edge detection |
2 |
|
elliptical crack |
2 |
|
engineering geological characteristics |
2 |
|
fengjie |
2 |
|
finite difference method |
2 |
|
finite difference method (有限差分法) |
2 |
|
fluid flow |
2 |
|
fractured rock matrix |
2 |
|
functionally graded material (fgm) |
2 |
|
fundamental solution |
2 |
|
geology |
2 |
|
geomaterial |
2 |
|
geometry vectorization |
2 |
|
global quality |
2 |
|
granite (花崗巖) |
2 |
|
granite weathering profile |
2 |
|
ground improvement |
2 |
|
hack's law |
2 |
|
hankel transforms |
2 |
|
heterogeneity |
2 |
|
heterogeneous geomaterials (非均質材料) |
2 |
|
heterogeneous materials |
2 |
|
hong kong |
2 |
|
imaging techniques |
2 |
|
imperfect interface |
2 |
|
in situ test |
2 |
|
incompressible behaviour |
2 |
|
infinite elements |
2 |
|
interface |
2 |
|
interface problem |
2 |
|
interfacial transition zones |
2 |
|
intersections |
2 |
|
landslide |
2 |
|
layered foundation |
2 |
|
line load |
2 |
|
management |
2 |
|
material inhomogeneity |
2 |
|
mathematical modelling |
2 |
|
matrix transfer method |
2 |
|
mesh generation |
2 |
|
meso-damage of soil structure |
2 |
|
mesomechanics |
2 |
|
mesoscope structure |
2 |
|
meta-synthesis theory |
2 |
|
metro tunnels |
2 |
|
microstructure |
2 |
|
mine pillar design |
2 |
|
minerals |
2 |
|
mixed formulation |
2 |
|
moving boundary |
2 |
|
moving load |
2 |
|
multilayered materials |
2 |
|
neural networks |
2 |
|
numerical simulation |
2 |
|
penetration tests |
2 |
|
penny-shaped crack |
2 |
|
pennyshaped crack |
2 |
|
performance evaluation |
2 |
|
permanent shiplock |
2 |
|
plane strain |
2 |
|
poroelasticity |
2 |
|
raft on foundation |
2 |
|
reliability |
2 |
|
rock engineering |
2 |
|
rock mass characterization |
2 |
|
rock mass deformation |
2 |
|
rock roof |
2 |
|
rock works |
2 |
|
rock-filled dam |
2 |
|
rocks |
2 |
|
s-criterion |
2 |
|
saturated poroelastic soils |
2 |
|
saturated soft soil |
2 |
|
saturated soils |
2 |
|
scaling laws |
2 |
|
seepage flow |
2 |
|
sneddon and muki solution |
2 |
|
soil compaction |
2 |
|
soil dynamics |
2 |
|
soil stabilization |
2 |
|
stabilization techniques |
2 |
|
standard penetration test |
2 |
|
stochastic theory |
2 |
|
strength |
2 |
|
stress intensity factor |
2 |
|
three gorges project |
2 |
|
tip depth |
2 |
|
toppling |
2 |
|
traffic signals |
2 |
|
transfer matrix method |
2 |
|
triaxial test |
2 |
|
truss bolt |
2 |
|
tunnel |
2 |
|
underground mine |
2 |
|
undisturbed soil |
2 |
|
urban areas |
2 |
|
video microscope |
2 |
|
weathered mudstone |
2 |
|
weathering zoning |
2 |
|
坡面与沟谷侵蚀 (relationship between hillslope and gully erosion) |
2 |
|
小流域 (small catchment) |
2 |
|
數字圖像處理 (digital image processing (dip)) |
2 |
|
有限元 (finite element) |
2 |
|
界面 (interface) |
2 |
|
黄土高原 (the loess plateau) |
2 |
|
3-d fept |
1 |
|
7215 seismology earthquake source observations |
1 |
|
7223 seismology earthquake interaction, forecasting, and prediction |
1 |
|
8118 tectonophysics dynamics and mechanics of faulting |
1 |
|
8124 tectonophysics earth's interior: composition and state |
1 |
|
a single pile or pile groups |
1 |
|
adaptive numerical integration |
1 |
|
aggregate orientation |
1 |
|
analytical model |
1 |
|
anisotropy (各向異性) |
1 |
|
annular crack |
1 |
|
application |
1 |
|
argillaceous limestone |
1 |
|
argillaceous siltstone |
1 |
|
artificial neural network |
1 |
|
asphalt concrete mixtures |
1 |
|
automatic monitoring |
1 |
|
axisymmetric distributed load |
1 |
|
axisymmetric problems |
1 |
|
back-analysis |
1 |
|
backward transfer-matrix |
1 |
|
bem (邊界元方法) |
1 |
|
bi-material |
1 |
|
bi-rock |
1 |
|
biaxial test |
1 |
|
bimaterials |
1 |
|
bolt |
1 |
|
bolt global-resistance |
1 |
|
boundary element method (bem) |
1 |
|
boundary element methods |
1 |
|
breaking action |
1 |
|
brittle |
1 |
|
brittle fracture |
1 |
|
cause and mechanism |
1 |
|
cave conservation -- china -- longyou xian |
1 |
|
caves -- china -- longyou xian -- surveying |
1 |
|
caves -- 中国 -- 龙游县 -- surveying |
1 |
|
cdg |
1 |
|
cdg (殘積土) |
1 |
|
channel erosion |
1 |
|
check dam |
1 |
|
check-dam |
1 |
|
chemical components |
1 |
|
chemical properties |
1 |
|
circular ring concentrated load |
1 |
|
circular ring force vector |
1 |
|
circular surface loading |
1 |
|
classical fourier transform |
1 |
|
clay |
1 |
|
clay mineral |
1 |
|
clay minerals |
1 |
|
clay portions |
1 |
|
clay size particle |
1 |
|
closed form solution |
1 |
|
closed form solutions |
1 |
|
co-seismic ground deformation (同震形變) |
1 |
|
co2 |
1 |
|
coal and gas outburst |
1 |
|
coal briquettes |
1 |
|
coal mining (煤層開采) |
1 |
|
coastal erosion |
1 |
|
coastal infrastructure |
1 |
|
coated materials |
1 |
|
coated sphere |
1 |
|
cohesion (凝聚力) |
1 |
|
compaction methods |
1 |
|
completely decomposed granite (cdg) (全風化花崗巖) |
1 |
|
complex surface |
1 |
|
comprehensive reconnaissance technique |
1 |
|
compressed air-flow |
1 |
|
concrete |
1 |
|
concrete durability, continuous loading |
1 |
|
cone penetration test |
1 |
|
cone tip resistance |
1 |
|
consolidation |
1 |
|
constant drilling speed |
1 |
|
construction cost reduction |
1 |
|
contact force law |
1 |
|
contact mechanics |
1 |
|
contact problem |
1 |
|
correlation coefficient |
1 |
|
crack-dislocation interaction |
1 |
|
cracks (裂紋) |
1 |
|
cut slopes |
1 |
|
cylindrical system of vector functions |
1 |
|
d-insar (差分干涉) |
1 |
|
dam foundation |
1 |
|
ddm |
1 |
|
debris flow |
1 |
|
debris-flow countermeasure |
1 |
|
deep coalmine |
1 |
|
deep rock engineering (深部巖石工程) |
1 |
|
deep seated gravitational slope deformation (dsgsd) |
1 |
|
deformation and failures |
1 |
|
dense methane gas |
1 |
|
digital image processing (dip) |
1 |
|
digital image processing based finite element method (dip-fem) |
1 |
|
digital images |
1 |
|
direct shear test |
1 |
|
disaster mitigation |
1 |
|
disaster prevention and mitigation |
1 |
|
displacement |
1 |
|
displacement discontinuity method |
1 |
|
displacements |
1 |
|
displacements and stress |
1 |
|
down-the-hole (dth) hammer |
1 |
|
down-the-hole hammer |
1 |
|
drilling & drillholes |
1 |
|
drilling operations |
1 |
|
drilling process monitoring (dpm) |
1 |
|
drilling process monitoring (鉆孔過程監測) |
1 |
|
drilling process monitoring system |
1 |
|
drilling speed (鉆進速度) |
1 |
|
dual boundary element method |
1 |
|
dual boundary element method (dbem) |
1 |
|
ductile |
1 |
|
earthquake |
1 |
|
earthquake genesis (地震成因) |
1 |
|
earthquakes -- china -- wenchuan xian (sichuan sheng). |
1 |
|
earthquakes -- 中国 -- 汶川县(四川省). |
1 |
|
effective stress principle (有效應力原理) |
1 |
|
elastic fields |
1 |
|
elastic half space |
1 |
|
elastic parameters |
1 |
|
elasticindenter |
1 |
|
elastodynamics |
1 |
|
embedded crack (埋藏裂紋) |
1 |
|
energy |
1 |
|
energy release |
1 |
|
engineering geology |
1 |
|
environment |
1 |
|
environmental management |
1 |
|
exponential distribution |
1 |
|
factor of safety (安全系數) |
1 |
|
failures |
1 |
|
fault |
1 |
|
fgms |
1 |
|
fill slope |
1 |
|
fine aggregate |
1 |
|
finite element method (fem) |
1 |
|
first-order reliability method |
1 |
|
fluid inclusion (流體包裹體) |
1 |
|
flume test |
1 |
|
foundations |
1 |
|
fractal |
1 |
|
fractal calculation |
1 |
|
fraction |
1 |
|
fractional derivative viscoelasticity |
1 |
|
fracture |
1 |
|
fracture mechanics (斷裂力學) |
1 |
|
friction angle (內摩擦角) |
1 |
|
frictional contact surface |
1 |
|
full drilling analysis |
1 |
|
functionally graded material (功能梯度材料) |
1 |
|
functionally graded materials (fgm) |
1 |
|
functionally gradient materials -- fracture |
1 |
|
fundamental solutions |
1 |
|
fundamental solutions of layered materials (層狀材料基本解) |
1 |
|
gas cause and mechanism |
1 |
|
gas decompression |
1 |
|
general soil |
1 |
|
generalized kelvin solutions |
1 |
|
generalized kelvin solutions (廣義kelvin基本解) |
1 |
|
genetic mechanism |
1 |
|
gentle soil slope |
1 |
|
geo-materials |
1 |
|
geo-medium |
1 |
|
geohazard |
1 |
|
geohazards |
1 |
|
geomaterials |
1 |
|
geomechanical problems |
1 |
|
geotechnical engineering (巖土工程) |
1 |
|
geotechnical profession (行業發展) |
1 |
|
graded interfacial zone/interlayer |
1 |
|
graded material |
1 |
|
graded materials (梯度材料) |
1 |
|
granite (花崗質巖石) |
1 |
|
green's function |
1 |
|
green's functions |
1 |
|
green’s function |
1 |
|
grotto |
1 |
|
ground characterization |
1 |
|
ground subsidence and deformation along the highway |
1 |
|
ground vibration |
1 |
|
gullied land area |
1 |
|
gully erosion |
1 |
|
gurtin and murdoch's model |
1 |
|
half space |
1 |
|
halfspace |
1 |
|
heat |
1 |
|
helium instrument |
1 |
|
hengtaiyu landslide |
1 |
|
heterogenous media |
1 |
|
highly pressurized natural gas (高壓天然氣) |
1 |
|
hong kong (香港) |
1 |
|
hydraulic rotary coring process |
1 |
|
hydraulic rotary drilling process |
1 |
|
hydrodynamic conditions |
1 |
|
image processing (評價) |
1 |
|
implicit performance function |
1 |
|
in situ stresses |
1 |
|
in-situ measurement |
1 |
|
incomplete contact |
1 |
|
indentation |
1 |
|
independent parallel drillhole logging |
1 |
|
infinite extent (無限域) |
1 |
|
integral equation |
1 |
|
integral equations |
1 |
|
integral transform |
1 |
|
integral transforms |
1 |
|
inter-gullied land erosion |
1 |
|
interface crack |
1 |
|
interface tension |
1 |
|
iterative stress solution |
1 |
|
itz |
1 |
|
janbu's simplified method |
1 |
|
jetting |
1 |
|
jiangjia stream |
1 |
|
joints |
1 |
|
karstification |
1 |
|
kelvin solution |
1 |
|
kinked crack (折線裂紋) |
1 |
|
lake ice fracturing |
1 |
|
land subsidence |
1 |
|
land use |
1 |
|
landslide prevention |
1 |
|
landslip preventive measures |
1 |
|
large strain deformation |
1 |
|
late cretaceous |
1 |
|
layer |
1 |
|
layered and graded halfspaces ;; discontinuous elements |
1 |
|
layered and non-homogeneous geo-materials |
1 |
|
layered elastic model |
1 |
|
layered half-space |
1 |
|
layered materials |
1 |
|
layered medium (層狀材料) |
1 |
|
layered rock mass (層狀巖體) |
1 |
|
layered rocks |
1 |
|
layered solid |
1 |
|
layered solids |
1 |
|
lead strips |
1 |
|
locked in stress (封閉應力) |
1 |
|
loess plateau |
1 |
|
london clay |
1 |
|
long-term stability and integrity |
1 |
|
longyou |
1 |
|
longyou ancient cavern group |
1 |
|
longyou caves (china) |
1 |
|
lower yangtze region |
1 |
|
maximum discharge |
1 |
|
maximum observed diameter (mod) |
1 |
|
measurement while drilling |
1 |
|
measurement while drilling (mwd) |
1 |
|
mercury injection |
1 |
|
meso-structure |
1 |
|
mesostructural mechanics (m-sm) |
1 |
|
mesostructure |
1 |
|
micro-gas |
1 |
|
micro-properties |
1 |
|
mineral content |
1 |
|
mixed-mode fracture |
1 |
|
modulus |
1 |
|
monte-carlo simulation |
1 |
|
morgenstern-price method |
1 |
|
mountain environment |
1 |
|
mountain hazard |
1 |
|
multi-layer half space |
1 |
|
multi-rows of piles |
1 |
|
multilayered elastic solid |
1 |
|
multilayered soil |
1 |
|
multilayered solids |
1 |
|
multilayered structure |
1 |
|
multilayered/fgm coating |
1 |
|
multiple cracks interaction |
1 |
|
nano mechanics |
1 |
|
natural gas |
1 |
|
neural networks (nn) |
1 |
|
new bem (新型邊界元法) |
1 |
|
non-homogeneity |
1 |
|
non-homogeneous elastic solids |
1 |
|
non-homogeneous foundation |
1 |
|
non-homogeneous geomaterials |
1 |
|
non-horizontal interface |
1 |
|
non-horizontal or horizontal planes of isotropy |
1 |
|
non-horizontally layered halfspace |
1 |
|
nonlinear fredholm integral equation |
1 |
|
normal tensions and tangential shears on the hole boundaries |
1 |
|
numerical integration |
1 |
|
numerical method |
1 |
|
numerical simulation (數值模擬) |
1 |
|
numerical test |
1 |
|
o175.8 |
1 |
|
o343.7 |
1 |
|
one-dimensional consolidation |
1 |
|
panel pillar |
1 |
|
parallelized computation |
1 |
|
particle diameter |
1 |
|
particle size distribution (psd) |
1 |
|
passive isolation |
1 |
|
peak discharge |
1 |
|
penny-shaped and elliptical cracks |
1 |
|
percussive-rotary drilling |
1 |
|
physical and chemical properties |
1 |
|
physical properties |
1 |
|
piezoelectric material |
1 |
|
pile foundation |
1 |
|
piles & piling |
1 |
|
piles and piling |
1 |
|
piling technique |
1 |
|
plagioclase solution degree (斜長石溶蝕度) |
1 |
|
plastic creep |
1 |
|
point body forces |
1 |
|
point load vector |
1 |
|
point loads |
1 |
|
politic siltstone |
1 |
|
pore gas |
1 |
|
pore radius |
1 |
|
pore structure |
1 |
|
porosity |
1 |
|
portland cement concrete |
1 |
|
prevention (防治) |
1 |
|
propagator matrix method |
1 |
|
quality assessment |
1 |
|
quarry |
1 |
|
random mesostructure generation system of soil-rock mixture (r-srm2d) |
1 |
|
random simulation |
1 |
|
rayleigh wave scattering |
1 |
|
rectangular loading area |
1 |
|
rectangular-shaped crack (矩形裂紋) |
1 |
|
reinforcement method |
1 |
|
reliability analysis |
1 |
|
relic culture |
1 |
|
rescuing |
1 |
|
retaining walls |
1 |
|
rigid indenter |
1 |
|
ring body forces |
1 |
|
rock and soil mechanics |
1 |
|
rock avalanche |
1 |
|
rock avalanches |
1 |
|
rock cavern |
1 |
|
rock caverns |
1 |
|
rock mass quality (巖體質量) |
1 |
|
rock slope |
1 |
|
rockburst(rock burst) (巖爆) |
1 |
|
rotary-percussive drilling process |
1 |
|
rough rock joints |
1 |
|
rough surface |
1 |
|
sand |
1 |
|
sea-bed topography |
1 |
|
sealant |
1 |
|
second-order reliability method |
1 |
|
sedimentary basins |
1 |
|
seismicity analysis of hong kong (香港地震危險性) |
1 |
|
self-healing |
1 |
|
sem |
1 |
|
settlement |
1 |
|
shape factor |
1 |
|
shear modulus |
1 |
|
shear strength |
1 |
|
shear strength (抗剪強度) |
1 |
|
sheet pile |
1 |
|
shielding effects |
1 |
|
silt |
1 |
|
singular integrals |
1 |
|
sinkhole |
1 |
|
sleeve friction resistance |
1 |
|
slipping |
1 |
|
slipping interface |
1 |
|
slope engineering (斜坡工程) |
1 |
|
slope safety |
1 |
|
slopeslipe hazards (滑坡災害) |
1 |
|
small catchments |
1 |
|
social benefits |
1 |
|
soil erosion |
1 |
|
soil improvement |
1 |
|
soil mechanics (土力學) |
1 |
|
soil nail design |
1 |
|
soil-rock mixture (srm) |
1 |
|
soil-rock mixture(s-rm) |
1 |
|
soil-rock mixtures (s-rm) |
1 |
|
soils |
1 |
|
solution |
1 |
|
speleology -- china |
1 |
|
spherical indentation |
1 |
|
splitting |
1 |
|
square cracks |
1 |
|
square-shaped crack |
1 |
|
stability analysis |
1 |
|
strata movement (巖層移動) |
1 |
|
strength reduction method |
1 |
|
stress |
1 |
|
stress intensity factor (應力強度因子) |
1 |
|
stress intensity factors (應力強度因子) |
1 |
|
stress state (應力狀態) |
1 |
|
strike-slip fault |
1 |
|
subsidence |
1 |
|
superposition principle |
1 |
|
surface |
1 |
|
surface subsidence (地表沉陷) |
1 |
|
surface traction |
1 |
|
t-stress |
1 |
|
tectonic escape |
1 |
|
the fundamental solutions of layered elastic solids |
1 |
|
the mass |
1 |
|
theoretical design method |
1 |
|
thermoelasticity |
1 |
|
thin section |
1 |
|
three gorges reservoir |
1 |
|
three parts mixed boundary value problem |
1 |
|
three parts mixed boundary values problem |
1 |
|
transversely isotropic bi-material halfspace |
1 |
|
transversely isotropic linear elasticity |
1 |
|
transversely isotropic rock material (橫觀各向同性巖體) |
1 |
|
transversely isotropic solids |
1 |
|
transversely isotropy |
1 |
|
triggering factor |
1 |
|
triple integral equations |
1 |
|
truss-bolt system |
1 |
|
tuff |
1 |
|
two elliptic holes |
1 |
|
underground gas |
1 |
|
underground space |
1 |
|
uniaxial compressive strength (單軸抗壓強度) |
1 |
|
uniform tractions at infinity |
1 |
|
urban development |
1 |
|
urban model |
1 |
|
vertically non-homogeneous solids |
1 |
|
void (孔隙) |
1 |
|
water |
1 |
|
water and soil conservation |
1 |
|
water content (含水率) |
1 |
|
waterproof |
1 |
|
weak zone characterization |
1 |
|
weathering |
1 |
|
weathering degree (風化度) |
1 |
|
weathering granitic rocks |
1 |
|
wenchuan earthquake |
1 |
|
wenchuan earthquake (汶川地震) |
1 |
|
wenchuan earthquake, china, 2008. |
1 |
|
wet sieving |
1 |
|
working and abandoned coal mine |
1 |
|
yellow river |
1 |
|
yue's solution |
1 |
|
yushu earthquake (玉樹地震) |
1 |
|
zoning |
1 |
|
傾斜張應力和壓應力 (inclined tension and compression) |
1 |
|
全鉆分析 (full drill analysis) |
1 |
|
全風化花崗巖 (completely decomposed granite) |
1 |
|
可視粒徑 (maximal observed dimension (mod)) |
1 |
|
土-石閾值 (soil-rock threshold (srt)) |
1 |
|
土石混合體 (soil-rock mixtures (s/rm)) |
1 |
|
土石混合體 (soil-rock mixtures (srm)) |
1 |
|
地層識別 (identification of formation) |
1 |
|
基礎設計參數 |
1 |
|
塌孔 (hole collapse) |
1 |
|
巖土力學 (rock and soil mechanics) |
1 |
|
巖土參數 |
1 |
|
巖石力學 (rock mechanics) |
1 |
|
幣型裂紋 (penny-shaped crack) |
1 |
|
應變能密度因子 (strain energy intensity factor) |
1 |
|
抗剪強度 (shear strength) |
1 |
|
擴展的drucker-prager模型 (extended drucker-prager model) |
1 |
|
數值模擬 (numerical simulation) |
1 |
|
數字圖像 (digital images) |
1 |
|
旋轉鉆進 (rotary drilling) |
1 |
|
有限元強度折減法 (strength reduction fem) |
1 |
|
有限元法 (finite element method) |
1 |
|
有限差分法 (finite difference method) |
1 |
|
標準貫入試驗(spt) |
1 |
|
標貫擊數 |
1 |
|
比表面積 (surface area (s)) |
1 |
|
物理化學 (physicochemistry) |
1 |
|
直剪試驗 (direct shear test) |
1 |
|
直接剪切試驗 (direct shear test) |
1 |
|
砂土液化 |
1 |
|
細觀 (meso-scale) |
1 |
|
細觀結構 (mesostructure) |
1 |
|
網格自動生成 (automatic generation of meshes) |
1 |
|
虎跳峽 (tiger-leaping gorge) |
1 |
|
裂紋擴展 (crack growth) |
1 |
|
鉆進能量 (drilling energy) |
1 |
|
陽離子交換量 (cation exchange capacity (cec)) |
1 |
|
離散元 (dem) |
1 |
|
風化花崗巖 (weathered granite) |
1 |
|
香港 (hong kong) |
1 |
