|
attention - physiology |
6 |
|
brain - physiology |
6 |
|
brain mapping - methods |
6 |
|
cognition |
6 |
|
meditation - methods - psychology |
6 |
|
monitoring |
5 |
|
amygdala |
4 |
|
anterior cingulate cortex |
4 |
|
drilling |
4 |
|
drilling process monitoring |
4 |
|
emotions |
4 |
|
finite element method |
4 |
|
functional connectivity |
4 |
|
landslides |
4 |
|
meditation |
4 |
|
mirror neuron |
4 |
|
rainfall |
4 |
|
weathered granite |
4 |
|
analytical method |
3 |
|
anisotropy |
3 |
|
arching effect |
3 |
|
automatic drilling process monitoring |
3 |
|
auxiliary information |
3 |
|
bi-material solids |
3 |
|
bi-materials |
3 |
|
boundary element method |
3 |
|
case studies |
3 |
|
civil engineering |
3 |
|
closed-form solution |
3 |
|
closure deformation |
3 |
|
computation |
3 |
|
concomitant variable |
3 |
|
coupling relationship |
3 |
|
crack |
3 |
|
cut slope |
3 |
|
debris flows |
3 |
|
diamond drilling |
3 |
|
distributed loading |
3 |
|
dpm |
3 |
|
dredge excavation |
3 |
|
drilling parameters |
3 |
|
drilling parameters (穿孔參數) |
3 |
|
elasticity |
3 |
|
elliptical cracks |
3 |
|
engineering |
3 |
|
engineering geology (工程地質) |
3 |
|
excavation |
3 |
|
excavation disturbed zone |
3 |
|
field instrumentation |
3 |
|
field investigations |
3 |
|
field soil-water characteristics |
3 |
|
field tests |
3 |
|
fill soil |
3 |
|
fills |
3 |
|
foundation |
3 |
|
fracture mechanics |
3 |
|
fundamental singular solution |
3 |
|
geotechnical engineering |
3 |
|
granite |
3 |
|
ground interface |
3 |
|
ground investigation |
3 |
|
ground settlement |
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 |
|
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 |
|
kernel method |
3 |
|
laboratory test |
3 |
|
laboratory tests |
3 |
|
land reclamation |
3 |
|
landslide investigation |
3 |
|
lining |
3 |
|
loose fill |
3 |
|
marine mud |
3 |
|
matric suction |
3 |
|
moisture content |
3 |
|
moisture probe |
3 |
|
numerical procedure |
3 |
|
parameters |
3 |
|
penetrating parameter |
3 |
|
penetrating parameters |
3 |
|
penetration rate |
3 |
|
percussion index |
3 |
|
port development |
3 |
|
pull-out resistance |
3 |
|
pullout resistance |
3 |
|
rainfall infiltration |
3 |
|
ranked set sampling |
3 |
|
ratio estimator |
3 |
|
real-time classification |
3 |
|
real-time classification of rock |
3 |
|
rectangular area |
3 |
|
regional assessment |
3 |
|
regression estimator |
3 |
|
risk |
3 |
|
rock and soil mechanics (巖土力學) |
3 |
|
rock drillability |
3 |
|
rock joints |
3 |
|
rock mechanics |
3 |
|
rotary drilling |
3 |
|
rotary-hydraulic drilling |
3 |
|
rotary-percussive drilling |
3 |
|
shield tunnelling |
3 |
|
shiplock |
3 |
|
slope stability |
3 |
|
slope stability assessment |
3 |
|
soft soils |
3 |
|
soil mechanics |
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 |
|
stress analysis |
3 |
|
stress concentration |
3 |
|
stress intensity factors |
3 |
|
subway construction |
3 |
|
surface topography |
3 |
|
tensiometer |
3 |
|
three gorges |
3 |
|
transverse isotropy |
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 |
|
back-propagation neural network |
2 |
|
basin evolution |
2 |
|
bq |
2 |
|
breach |
2 |
|
central pier |
2 |
|
china |
2 |
|
chongqing |
2 |
|
civil engineering earth sciences |
2 |
|
compressive strength |
2 |
|
conduct of life |
2 |
|
constant shear |
2 |
|
contact non-linear problem |
2 |
|
contact nonlinear problem (接觸非線性問題) |
2 |
|
debris-flow basins |
2 |
|
deformation |
2 |
|
direct shear test |
2 |
|
discharge |
2 |
|
displacement-controlled method (dcm) |
2 |
|
earthquake |
2 |
|
earthworks |
2 |
|
engineering geological characteristics |
2 |
|
finite element |
2 |
|
finite element analysis |
2 |
|
flood |
2 |
|
free boundary problem |
2 |
|
free boundary problems |
2 |
|
genetic algorithm |
2 |
|
geographic information system (gis) |
2 |
|
geology |
2 |
|
geotextile |
2 |
|
global quality |
2 |
|
grain-size distribution |
2 |
|
granite weathering profile |
2 |
|
gravelly soil |
2 |
|
groundwater |
2 |
|
hack's law |
2 |
|
hong kong |
2 |
|
hrr |
2 |
|
impounding |
2 |
|
in situ test |
2 |
|
in-situ stresses |
2 |
|
intactness |
2 |
|
interface problem |
2 |
|
joints |
2 |
|
landslide |
2 |
|
landslide dam |
2 |
|
large direct shear apparatus |
2 |
|
load-controlled method (lcm) |
2 |
|
logistic regression |
2 |
|
management plan |
2 |
|
meta-synthesis theory |
2 |
|
monitoring system |
2 |
|
natural hazard |
2 |
|
old landslide |
2 |
|
penetration tests |
2 |
|
permanent shiplock |
2 |
|
permeability coefficient |
2 |
|
piles |
2 |
|
popular book |
2 |
|
pore pressure |
2 |
|
preexisting landslide |
2 |
|
probability |
2 |
|
progressive failure |
2 |
|
q |
2 |
|
rain-induced failure |
2 |
|
reactivation |
2 |
|
recompacted soil |
2 |
|
reinforcement |
2 |
|
religious life -- buddhism |
2 |
|
reservoir filling |
2 |
|
risk, mitigation measures |
2 |
|
rmr |
2 |
|
rock engineering |
2 |
|
rock mass classification system |
2 |
|
rock mass deformation |
2 |
|
rock works |
2 |
|
rqd |
2 |
|
rsr |
2 |
|
sandstone |
2 |
|
scaling laws |
2 |
|
seepage |
2 |
|
shear mechanism |
2 |
|
site investigation |
2 |
|
slope |
2 |
|
stability evaluation |
2 |
|
strength |
2 |
|
strength-reduction technique |
2 |
|
stress path |
2 |
|
swcc |
2 |
|
the three gorges project |
2 |
|
three gorges area |
2 |
|
three gorges project |
2 |
|
unsaturated hydraulic parameter |
2 |
|
unsaturated seepage |
2 |
|
variational inequality |
2 |
|
water level |
2 |
|
weathered mudstone |
2 |
|
weathering zoning |
2 |
|
xietan landslide |
2 |
|
三峽水庫 (three gorges reservoir) |
2 |
|
古滑坡 (preexisting landslide) |
2 |
|
工程地質 (engineering geology) |
2 |
|
有限元 (finite element) |
2 |
|
水位 (water level) |
2 |
|
滲壓 (seepage pressure) |
2 |
|
界面 (interface) |
2 |
|
監測系統 (monitoring system) |
2 |
|
蓄水 (filling) |
2 |
|
3d damage-fracture model |
1 |
|
3d fem analysis |
1 |
|
alteration of microstructure state (微結構變化) |
1 |
|
analytic solution (擬解析解) |
1 |
|
analytical hierarchy process(ahp) |
1 |
|
anchors |
1 |
|
average bond strength |
1 |
|
bearing capacity |
1 |
|
bearing capacity factor |
1 |
|
bioengineering techniques for slope protection (植物固坡) |
1 |
|
boulder fall |
1 |
|
bp network |
1 |
|
bp network (bp網絡) |
1 |
|
brittle rock mass |
1 |
|
brittle-plasticity |
1 |
|
case record |
1 |
|
centrifugal model test |
1 |
|
centrifuge model test |
1 |
|
centrifuge model tests |
1 |
|
centrifuge modeling |
1 |
|
centrifuge modeling test |
1 |
|
characteristics |
1 |
|
circular opening (圓洞) |
1 |
|
coefficient of restitution |
1 |
|
cohesive soil |
1 |
|
colluvium |
1 |
|
compaction |
1 |
|
constitutive relation |
1 |
|
coupled stress and fluid flow |
1 |
|
critical bond length |
1 |
|
critical slip field |
1 |
|
curved deformation (彎曲變形) |
1 |
|
cylindrical rock-bolt model |
1 |
|
damage test (破壞試驗) |
1 |
|
dead loads |
1 |
|
debris |
1 |
|
debris flow |
1 |
|
decision tree |
1 |
|
deformation analysis |
1 |
|
device |
1 |
|
dilatancy |
1 |
|
displacement |
1 |
|
displacement back analysis |
1 |
|
displacement back analysis (位移反分析) |
1 |
|
disturbed zone |
1 |
|
diurnal-frequency curve |
1 |
|
dynamic consolidation (動力固結) |
1 |
|
dynamic loading |
1 |
|
earth pressure |
1 |
|
elastoplastic (彈塑性) |
1 |
|
engineering geology |
1 |
|
equivalent porous medium |
1 |
|
erosion |
1 |
|
excavation sequence |
1 |
|
factor of safety |
1 |
|
failure |
1 |
|
failure mode |
1 |
|
failures |
1 |
|
fem (有限元) |
1 |
|
fish-bone model |
1 |
|
fractal scaling |
1 |
|
fuzzy comprehensive evaluation |
1 |
|
genetic algorithm (遺傳算法) |
1 |
|
geographical information systems |
1 |
|
geographical information systems (gis) |
1 |
|
geographical information systems(gis) |
1 |
|
geological process |
1 |
|
glass fiber reinforced polymer (gfrp) bolt |
1 |
|
global quality of rock works |
1 |
|
hazard analysis |
1 |
|
hazard area |
1 |
|
hazard assessment |
1 |
|
hazard map |
1 |
|
hazard mitigation |
1 |
|
hazardous materials |
1 |
|
image |
1 |
|
image analysis |
1 |
|
infiltration |
1 |
|
influence zone |
1 |
|
instability |
1 |
|
inter-layer shear zone |
1 |
|
interactive mapping |
1 |
|
interlayer shear zone |
1 |
|
italian alps |
1 |
|
jointed rockmass |
1 |
|
karst collapse |
1 |
|
kinetic mode |
1 |
|
lagrangian finite element |
1 |
|
land subsidence |
1 |
|
land-use planning |
1 |
|
layered rockmass (層狀巖體) |
1 |
|
limit analysis |
1 |
|
limit analysis (極限分析) |
1 |
|
limit equilibrium |
1 |
|
limit equilibrium method |
1 |
|
limit equilibrium methods |
1 |
|
limit state analysis |
1 |
|
loess |
1 |
|
loess (黃土) |
1 |
|
logistic multiple regression |
1 |
|
logistic multiple regression model |
1 |
|
logistic regression modeling |
1 |
|
magnitude-frequency |
1 |
|
magnitude-frequency curve |
1 |
|
measurement |
1 |
|
mechanical properties |
1 |
|
microstructu re |
1 |
|
middle isolated pier |
1 |
|
modelling |
1 |
|
modification of analytical method |
1 |
|
modified pull-out test |
1 |
|
movement pattern |
1 |
|
multiple correspondence analysis |
1 |
|
non linear programming (非線性規劃) |
1 |
|
non-associated flow rule |
1 |
|
non-linear programming |
1 |
|
nonlinear programming |
1 |
|
nuclear power plant |
1 |
|
numerical method |
1 |
|
numerical modelling and analysis |
1 |
|
numerical simulation |
1 |
|
open joint deformation |
1 |
|
optimization model |
1 |
|
particle-size distribution |
1 |
|
performance |
1 |
|
permanent shiplock slopes |
1 |
|
plastic zone |
1 |
|
plasticity |
1 |
|
pore water pressure (孔隙水壓力) |
1 |
|
potential hazard |
1 |
|
prediction |
1 |
|
properties of roots (樹根性能) |
1 |
|
rainfall-induced landslide |
1 |
|
rescaled range (r/s) analysis |
1 |
|
residual soil |
1 |
|
retaining walls |
1 |
|
rigid finite element |
1 |
|
rigid finite element (剛體有限元) |
1 |
|
rigid finite element method |
1 |
|
risk assessment |
1 |
|
risk of rockfall |
1 |
|
rock avalanche |
1 |
|
rock mass |
1 |
|
rock slope |
1 |
|
rock slope (巖石邊坡) |
1 |
|
rock tunnel |
1 |
|
rockfall |
1 |
|
rockfall inventory |
1 |
|
runout |
1 |
|
runout behavior |
1 |
|
runout behaviour |
1 |
|
runout distance |
1 |
|
sct-r/s model |
1 |
|
seasonal-frequency curve |
1 |
|
seismic response |
1 |
|
seismic wave |
1 |
|
sequential quadratic algorithm |
1 |
|
sequential quadratic programming |
1 |
|
shallow foundation |
1 |
|
shear strength |
1 |
|
shear strength (強度) |
1 |
|
slope engineering |
1 |
|
slope failures |
1 |
|
slope reinforcement with soil nailing |
1 |
|
slope stability (邊坡穩定) |
1 |
|
slopes |
1 |
|
slurries |
1 |
|
soil slope deformations |
1 |
|
soil slope failures |
1 |
|
soil slope safety |
1 |
|
soil suction |
1 |
|
spatial distribution pattern |
1 |
|
stability |
1 |
|
stability of high slopes |
1 |
|
stability of soil slope (土坡穩定性) |
1 |
|
stabilizing pile |
1 |
|
statistical spatial analysis |
1 |
|
stochastic field (隨機場) |
1 |
|
strip footing |
1 |
|
suitability assessment |
1 |
|
terrain analysis |
1 |
|
three-dimensional dynamic model |
1 |
|
time-history dynamic analysis |
1 |
|
triaxial tests |
1 |
|
tropical storm |
1 |
|
tunnelling |
1 |
|
ultimate bearing capacity |
1 |
|
unsaturated soils |
1 |
|
upper bound |
1 |
|
upper bound (上限法) |
1 |
|
upper bound limit analysis |
1 |
|
urban geology |
1 |
|
voellmy rheology |
1 |
|
waste sites |
1 |
|
weak structural plane |
1 |
|
wedge |
1 |
|
剪脹 |
1 |
|
孔隙水壓力 |
1 |
|
應力應變特性 |
1 |
|
應力路徑 |
1 |
|
臨界狀態 |
1 |
