|
carrara marble |
4 |
|
rock strength |
4 |
|
acoustic emission |
3 |
|
computational algorithm |
3 |
|
core run |
3 |
|
failure mode |
3 |
|
fracture index |
3 |
|
grain-based model |
3 |
|
joint spacing |
3 |
|
marble |
3 |
|
safety factor |
3 |
|
shpb |
3 |
|
strength |
3 |
|
asperity interaction |
2 |
|
contact state |
2 |
|
crack |
2 |
|
crack coalescence |
2 |
|
crack propagation |
2 |
|
dynamic loading |
2 |
|
en-echelon flaws |
2 |
|
factor of safety |
2 |
|
granite |
2 |
|
ground loss |
2 |
|
gypsum |
2 |
|
high-speed video |
2 |
|
matlab |
2 |
|
micro-cracking behavior |
2 |
|
micro-structure |
2 |
|
microcrack |
2 |
|
monitoring |
2 |
|
morphology component |
2 |
|
numerical manifold method |
2 |
|
particle size |
2 |
|
rock joint |
2 |
|
rock mechanics |
2 |
|
roughness |
2 |
|
secondary lining |
2 |
|
settlement |
2 |
|
shear behavior |
2 |
|
shear cracks |
2 |
|
thermal damage |
2 |
|
transgranular crack |
2 |
|
uniaxial compressive loading test |
2 |
|
viscoelastic model |
2 |
|
water content |
2 |
|
3d cross-embedded flaw |
1 |
|
3d fracture propagation |
1 |
|
3d printing |
1 |
|
abutment relaxation |
1 |
|
accumulated vertical displacement |
1 |
|
acoustic emission (ae) |
1 |
|
ae b value |
1 |
|
ae b-value |
1 |
|
alerting level |
1 |
|
amplitude dependency |
1 |
|
analytical model |
1 |
|
anisotropy |
1 |
|
anti-slide pile |
1 |
|
anticracks |
1 |
|
arched-roofed design |
1 |
|
artificial rock joint |
1 |
|
asperity degradation |
1 |
|
autodyn |
1 |
|
automatic rock classification |
1 |
|
b-value |
1 |
|
back-analysis |
1 |
|
basalt |
1 |
|
base circle slopes |
1 |
|
block shape |
1 |
|
block volume |
1 |
|
bonded-particle model (bpm) |
1 |
|
brazilian disc test |
1 |
|
brazilian tensile strength |
1 |
|
brazilian tensile strength (bts) |
1 |
|
brazilian test |
1 |
|
brazilian tests |
1 |
|
brittle fracture |
1 |
|
brittle–ductile transition |
1 |
|
buildings |
1 |
|
bukit timah granite |
1 |
|
case studies |
1 |
|
change detection |
1 |
|
characteristics method |
1 |
|
class ii ssc |
1 |
|
clay shale |
1 |
|
closed-form solution |
1 |
|
closure behavior |
1 |
|
closure deformation |
1 |
|
coalescence |
1 |
|
coalescence pattern |
1 |
|
cohesive element |
1 |
|
colorimetry |
1 |
|
comparative study |
1 |
|
compensation grouting |
1 |
|
complex lithological units |
1 |
|
complex sliding surfaces |
1 |
|
composite liner |
1 |
|
concrete |
1 |
|
concrete pavement |
1 |
|
confining pressure |
1 |
|
constant normal loading condition |
1 |
|
control criteria |
1 |
|
control standard |
1 |
|
conversion factor |
1 |
|
convolutional neural network (cnn) |
1 |
|
convolutional neural networks (cnns) |
1 |
|
correlation |
1 |
|
coupled hydro-mechanical model |
1 |
|
crack coalescence category |
1 |
|
crack evolution |
1 |
|
crack evolution technique |
1 |
|
crack initiation |
1 |
|
crack initiation criterion |
1 |
|
crack resolution |
1 |
|
crack type |
1 |
|
crack type classification scheme |
1 |
|
crack wrapping |
1 |
|
cracking characteristics |
1 |
|
cracking processes |
1 |
|
cracks |
1 |
|
crystalline rock |
1 |
|
crystalline structures |
1 |
|
curve smoothing |
1 |
|
damage model |
1 |
|
deep curve estimation (dce) |
1 |
|
defects |
1 |
|
deformability |
1 |
|
deformation compatibility condition |
1 |
|
dic |
1 |
|
digital image processing (dip) |
1 |
|
discontinuity survey |
1 |
|
discrete element method |
1 |
|
discrete fracture network (dfn) |
1 |
|
discussion |
1 |
|
dislocation |
1 |
|
displacement field |
1 |
|
displacement trend lines |
1 |
|
displacement-based rigorous limit equilibrium method |
1 |
|
dynamic |
1 |
|
dynamic deflection |
1 |
|
dynamic design |
1 |
|
dynamic increase factor |
1 |
|
dynamic load |
1 |
|
edz |
1 |
|
electronic detonator |
1 |
|
energy release |
1 |
|
environmental risk management |
1 |
|
esem |
1 |
|
experimental study |
1 |
|
failure intensity |
1 |
|
failure mode of surrounding rock |
1 |
|
failure pattern |
1 |
|
failure probability |
1 |
|
fault |
1 |
|
fault slip rockburst |
1 |
|
field limitations |
1 |
|
field techniques |
1 |
|
finite deformation |
1 |
|
finite element method |
1 |
|
fire engineering |
1 |
|
fire safety |
1 |
|
first cracks |
1 |
|
flat-roofed design |
1 |
|
flat‐jointed model |
1 |
|
flaw tip |
1 |
|
flaw-contained specimen |
1 |
|
flow pipe seepage network |
1 |
|
fractal dimensions |
1 |
|
fracture processes |
1 |
|
fracture toughness |
1 |
|
fracturing behavior |
1 |
|
fragmentation |
1 |
|
frequency dependency |
1 |
|
frictional behavior |
1 |
|
gaussian function |
1 |
|
geohazard |
1 |
|
geological strength index |
1 |
|
geological structures |
1 |
|
geology strength index |
1 |
|
geomechanics |
1 |
|
geometric heterogeneity |
1 |
|
geometry |
1 |
|
grain boundary crack |
1 |
|
grain boundary cracks |
1 |
|
grain boundary micro-crack |
1 |
|
grain boundary microcrack |
1 |
|
grain size |
1 |
|
grain-based modeling (gbm) approach |
1 |
|
grain-based modeling approach |
1 |
|
grain-based modelling approach |
1 |
|
grain‐based model (gbm) |
1 |
|
grain‐based modeling approach |
1 |
|
granite joint |
1 |
|
gravelly soil slope |
1 |
|
ground reaction curve |
1 |
|
ground reinforcement |
1 |
|
ground surface settlement |
1 |
|
grouting |
1 |
|
hertz-based theoretical model |
1 |
|
heterogeneity |
1 |
|
high speed camera |
1 |
|
high speed video |
1 |
|
high-speed camera |
1 |
|
high-speed railway tunnel |
1 |
|
highly stressed soft rock |
1 |
|
hkudes_net |
1 |
|
hoek-brown criterion |
1 |
|
hong kong |
1 |
|
horizontal integration method |
1 |
|
horsetail cracks |
1 |
|
hydraulic fracturing |
1 |
|
hydro-mechanical (hm) coupling |
1 |
|
hydro-mechanical model coupling |
1 |
|
hydrostatic pressure |
1 |
|
hyperbolic soil model |
1 |
|
impact load |
1 |
|
in-site monitoring |
1 |
|
in-situ stress |
1 |
|
inclination angle |
1 |
|
initial micro-crack damage |
1 |
|
intact rock |
1 |
|
intact rock property |
1 |
|
integration method |
1 |
|
interaction of pattern and process |
1 |
|
intra-grain cracks |
1 |
|
intra-grain micro-crack |
1 |
|
intragrain microcrack |
1 |
|
joint |
1 |
|
joint condition factor |
1 |
|
joint contact state coefficient (jcc) |
1 |
|
joint spacing distribution |
1 |
|
jrc |
1 |
|
landscape metrics |
1 |
|
landslide |
1 |
|
lateral dispersion |
1 |
|
layered rock |
1 |
|
layered slope |
1 |
|
layered slopes |
1 |
|
ligament length |
1 |
|
limestone |
1 |
|
linking structure |
1 |
|
lithological variety |
1 |
|
load control modes |
1 |
|
loading rate |
1 |
|
loading/unloading |
1 |
|
lognormal distribution |
1 |
|
loss modulus |
1 |
|
low grade metamorphism |
1 |
|
low-angle bedded sedimentary rocks |
1 |
|
magnitude of pressure boundary |
1 |
|
manifold method |
1 |
|
material heterogeneity |
1 |
|
mean rotation angle |
1 |
|
mechanical and fracture properties |
1 |
|
mechanical property |
1 |
|
meta-sedimentary rock |
1 |
|
micro-cracking zone |
1 |
|
micro-cracks |
1 |
|
micro-damage |
1 |
|
micro-shear cracks |
1 |
|
micro-tensile cracks |
1 |
|
microcrack growth |
1 |
|
microcrack length |
1 |
|
microcracking behavior |
1 |
|
microcracking zones |
1 |
|
microscopic investigation |
1 |
|
microscopic observation |
1 |
|
microstructural characteristics |
1 |
|
microstructural heterogeneity |
1 |
|
mild temperature regime |
1 |
|
mineral grain size |
1 |
|
mineralogical composition |
1 |
|
mixed-mode loading |
1 |
|
mode i fracture toughness test |
1 |
|
model test |
1 |
|
modified sarma method |
1 |
|
moment tensor inversion |
1 |
|
multi-flawed specimens |
1 |
|
non-destructive testing |
1 |
|
non-linear dynamics method |
1 |
|
non-uniform permeability |
1 |
|
nonel detonator |
1 |
|
normal loading rate |
1 |
|
normalized dislocation |
1 |
|
numerical |
1 |
|
numerical inversion analysis |
1 |
|
numerical modelling |
1 |
|
numerical simulation |
1 |
|
numerical techniques |
1 |
|
oblique impact |
1 |
|
off-fault damage |
1 |
|
on-site monitoring |
1 |
|
optical observation |
1 |
|
particle flow code (pfc) |
1 |
|
partition of unity method |
1 |
|
pdl tunnel |
1 |
|
peak shear displacement |
1 |
|
peak shear strength |
1 |
|
peak shear strength criterion |
1 |
|
permeability |
1 |
|
petal crack |
1 |
|
petrographical study |
1 |
|
petroleum |
1 |
|
physical modeling |
1 |
|
pipeline damage |
1 |
|
pixel analysis |
1 |
|
planar joint |
1 |
|
point load test |
1 |
|
pore-like flaw |
1 |
|
possible shear crack paths |
1 |
|
possible tensile crack paths |
1 |
|
post-peak behavior |
1 |
|
pre-cracked flaws |
1 |
|
pre-existing coplanar flaws |
1 |
|
pre-existing flaw |
1 |
|
pre-existing flaw inclination angle |
1 |
|
preexisting flaw |
1 |
|
probability of failure |
1 |
|
profile amplitude |
1 |
|
progressive failure |
1 |
|
quantified three-dimensional roughness metric |
1 |
|
quartz mica schist |
1 |
|
random field |
1 |
|
random fields |
1 |
|
ratio of flaw size to specimen size |
1 |
|
reply |
1 |
|
review |
1 |
|
rock |
1 |
|
rock cavern |
1 |
|
rock caverns |
1 |
|
rock drillability |
1 |
|
rock dynamics |
1 |
|
rock failure |
1 |
|
rock fracture |
1 |
|
rock fracturing |
1 |
|
rock image dataset establishment |
1 |
|
rock image light enhancement |
1 |
|
rock mass |
1 |
|
rock slope |
1 |
|
rock stiffness |
1 |
|
rock strengthen |
1 |
|
rock stress |
1 |
|
rockbolt |
1 |
|
rockbolt reinforcement |
1 |
|
rockfall |
1 |
|
rough fracture |
1 |
|
rough joint |
1 |
|
sandstone |
1 |
|
schistose planes |
1 |
|
schöllmann criterion |
1 |
|
secondary crack |
1 |
|
secondary cracks |
1 |
|
seismically induced landslides |
1 |
|
sem |
1 |
|
semi-circular bend specimen |
1 |
|
semi-circular bend specimens |
1 |
|
sequential excavation |
1 |
|
shallow subway tunnelling |
1 |
|
shallow tunnel construction |
1 |
|
shallow tunnelling method |
1 |
|
shear fracture |
1 |
|
shear fracture marble |
1 |
|
shear stiffness |
1 |
|
shear strength |
1 |
|
shear strength components |
1 |
|
shear velocity |
1 |
|
shotcrete |
1 |
|
similar material |
1 |
|
singly jointed rock |
1 |
|
size |
1 |
|
size effect |
1 |
|
size effects |
1 |
|
slenderness ratio effect |
1 |
|
sliding crack model |
1 |
|
slope angle |
1 |
|
slope stability |
1 |
|
soft ground tunnelling |
1 |
|
soil-structure interaction |
1 |
|
soil/structure interaction |
1 |
|
source location |
1 |
|
specimen size |
1 |
|
splitting failure |
1 |
|
stability analysis |
1 |
|
step strain rate |
1 |
|
stick-slip |
1 |
|
stick–slip |
1 |
|
stiff/weak inclusions |
1 |
|
storage modulus |
1 |
|
strain rate |
1 |
|
strength correlation |
1 |
|
strength reduction |
1 |
|
strengthening mechanism |
1 |
|
stress |
1 |
|
stress distribution |
1 |
|
stress intensity factor |
1 |
|
stress intensity factors |
1 |
|
stress shadowing |
1 |
|
structure rating |
1 |
|
subway |
1 |
|
subway station construction |
1 |
|
support characteristic |
1 |
|
surface condition factor |
1 |
|
temperature |
1 |
|
temperature effect |
1 |
|
tensile cracks |
1 |
|
tensile fracture |
1 |
|
tensile strain |
1 |
|
tensile strength |
1 |
|
tensile wing crack |
1 |
|
tensile wing cracks |
1 |
|
thermal loading |
1 |
|
thermal strengthening/weakening |
1 |
|
thin section study |
1 |
|
three-dimensional roughness metric |
1 |
|
time step |
1 |
|
time-dependent property |
1 |
|
toe circle landslides |
1 |
|
triaxial compressive test |
1 |
|
triaxial test |
1 |
|
true joint spacing |
1 |
|
tunnel |
1 |
|
tunnel blasting |
1 |
|
tunnel failure |
1 |
|
tunnelling |
1 |
|
tunnelling engineering |
1 |
|
twin |
1 |
|
twin tunnelling |
1 |
|
underground drainage tunnel |
1 |
|
underground storage cavern |
1 |
|
underground water level |
1 |
|
uniaxial compression |
1 |
|
uniaxial compression test |
1 |
|
uniaxial compressive strength |
1 |
|
uniaxial compressive strength (ucs) |
1 |
|
uniaxial creep test |
1 |
|
unloading test |
1 |
|
unstable wedge |
1 |
|
unsupervised deep learning |
1 |
|
urban expansion |
1 |
|
vacuum pressure |
1 |
|
viscoelastic behavior |
1 |
|
voussoir beam theory |
1 |
|
water immersion time |
1 |
|
water-weakening |
1 |
|
wave propagation |
1 |
|
weighted mean value |
1 |
|
wellbore pressure |
1 |
|
white patch |
1 |
|
white patches |
1 |
|
wing crack |
1 |
|
x-fem |
1 |
|
x-fem crack initiation criterion |
1 |
|
xfem |
1 |
|
z2 |
1 |
