|
3d particle morphology |
3 |
|
debris avalanches |
3 |
|
dem |
3 |
|
pore fluid |
3 |
|
brittle rock |
2 |
|
critical state |
2 |
|
darcy's law |
2 |
|
discrete element method |
2 |
|
failure process |
2 |
|
fluid coupled simulations |
2 |
|
granular flow |
2 |
|
granular materials |
2 |
|
inter-particle friction |
2 |
|
liquefaction |
2 |
|
micromechanical analysis |
2 |
|
99-00 |
1 |
|
anisotropic rock |
1 |
|
arch network |
1 |
|
bed form |
1 |
|
bingham model |
1 |
|
block theory |
1 |
|
borehole breakout |
1 |
|
borehole instability |
1 |
|
brazilian test |
1 |
|
buckling |
1 |
|
capillary interactions |
1 |
|
case history |
1 |
|
caved rocks |
1 |
|
cfd-dem |
1 |
|
cfd–dem |
1 |
|
coal fly ash |
1 |
|
column size |
1 |
|
compression test |
1 |
|
compressive sand |
1 |
|
computational fluid dynamics |
1 |
|
contact duration |
1 |
|
creep |
1 |
|
cyclic |
1 |
|
cyclic liquefaction |
1 |
|
cyclic loading |
1 |
|
cyclic undrained shear test |
1 |
|
diffuzzy |
1 |
|
directional drilling |
1 |
|
discontinuities |
1 |
|
discrete element model |
1 |
|
discrete element modeling |
1 |
|
discrete element modelling |
1 |
|
discrete-element modeling |
1 |
|
discrete-element modelling |
1 |
|
distinct element method |
1 |
|
dredged marine deposits |
1 |
|
dynamic networks |
1 |
|
eccentricity |
1 |
|
effective stress law |
1 |
|
element tests |
1 |
|
emergence of patterns |
1 |
|
energy |
1 |
|
environment |
1 |
|
epb |
1 |
|
estimation methods |
1 |
|
fabric |
1 |
|
fabric tensor |
1 |
|
fabric/structure of soils |
1 |
|
failure |
1 |
|
failure criteria |
1 |
|
failure mode |
1 |
|
failure patterns |
1 |
|
feedback mechanism |
1 |
|
fem |
1 |
|
filling |
1 |
|
flow deformation |
1 |
|
fluid inertia |
1 |
|
fluid interface |
1 |
|
fluid viscosity |
1 |
|
fluid-coupled simulation |
1 |
|
fluid-particle interaction |
1 |
|
force chain |
1 |
|
force network |
1 |
|
formation heterogeneity |
1 |
|
fracture |
1 |
|
fracture pattern |
1 |
|
fractured shale formation |
1 |
|
free surface |
1 |
|
friction |
1 |
|
froude number |
1 |
|
full-scale loading test |
1 |
|
full-scale test |
1 |
|
geosynthetics |
1 |
|
governing parameters |
1 |
|
granular collapse |
1 |
|
granular media |
1 |
|
granular medium |
1 |
|
granular packing |
1 |
|
granulated rubber tyres |
1 |
|
ground movement |
1 |
|
hydraulic fracturing |
1 |
|
immersed granular flow |
1 |
|
immersed moving boundary |
1 |
|
in situ conditions |
1 |
|
inertial flow |
1 |
|
inherent anisotropy |
1 |
|
inherently anisotropic |
1 |
|
inherently anisotropic rock |
1 |
|
injection rate |
1 |
|
interlock-ing |
1 |
|
interlocking |
1 |
|
intermediate stress |
1 |
|
intermediate stress ratio |
1 |
|
interparticle friction |
1 |
|
jamming transition |
1 |
|
lammps |
1 |
|
lattice boltzmann |
1 |
|
lbm-dem |
1 |
|
lining |
1 |
|
load-factor approach |
1 |
|
mechanical behaviour |
1 |
|
mechanical redundancy |
1 |
|
mechanical stability |
1 |
|
methane hydrate |
1 |
|
micro-mechanical analysis |
1 |
|
micro-mechanics |
1 |
|
micro-mechanisms |
1 |
|
micro-scale parameters |
1 |
|
micromechanics |
1 |
|
monitoring |
1 |
|
monotonic |
1 |
|
monte carlo method |
1 |
|
morphological visualization |
1 |
|
mudflow |
1 |
|
multiscale |
1 |
|
numerical modelling |
1 |
|
numerical simulation |
1 |
|
one-dimensional compression |
1 |
|
particle breakage |
1 |
|
particle shape |
1 |
|
particle-scale behavior |
1 |
|
particle-scale behaviour |
1 |
|
peak/critical state |
1 |
|
periodic boundary |
1 |
|
permeability anisotropy |
1 |
|
pore pressure |
1 |
|
pore water pressure |
1 |
|
porous sandstone |
1 |
|
preexisting joints |
1 |
|
probabilistic analysis |
1 |
|
rate process theory |
1 |
|
rate-dependency |
1 |
|
resilience |
1 |
|
reversibility |
1 |
|
rigid boundary |
1 |
|
rolling |
1 |
|
rotational resistance |
1 |
|
rotational stiffness |
1 |
|
runout |
1 |
|
sample size |
1 |
|
sand type |
1 |
|
sand-rubber mixture |
1 |
|
sand-rubber mixtures |
1 |
|
sand–rubber mixtures |
1 |
|
saturation levels |
1 |
|
scaling |
1 |
|
scaling law 2010 msc: 00-01 |
1 |
|
sediment transport |
1 |
|
segmental joint |
1 |
|
segregation |
1 |
|
shear modulus |
1 |
|
shield tunnel |
1 |
|
simultaneous multiple fractures |
1 |
|
smooth-joint contact |
1 |
|
stability |
1 |
|
static creep |
1 |
|
stiffness |
1 |
|
stormwater storage tunnel |
1 |
|
strain burst |
1 |
|
strain rate dependence |
1 |
|
stress tensor |
1 |
|
stress-dependent permeability |
1 |
|
stress-shadowing effect |
1 |
|
stress–strain behaviour |
1 |
|
suspended load |
1 |
|
sustainability |
1 |
|
three-phase flow |
1 |
|
time dependence |
1 |
|
transversely isotropic rock |
1 |
|
triaxial simulations |
1 |
|
triaxial tests (igc: d3/d6/e13) |
1 |
|
true triaxial test |
1 |
|
tunnels & tunnelling |
1 |
|
twisting |
1 |
|
unconfined compressive strength |
1 |
|
undrained simulations |
1 |
|
unloading-induced failure |
1 |
|
urup method |
1 |
|
viscoplastic fluid |
1 |
|
volume of fluid method |
1 |
|
海底滑坡 |
1 |
|
离散单元法 |
1 |
|
耦合 |
1 |
|
计算流体动力学 |
1 |
