|
alkali-activated slag |
4 |
|
debris flow |
4 |
|
discrete element method |
4 |
|
impact |
4 |
|
landslides |
4 |
|
microstructure |
4 |
|
one-part aas |
4 |
|
rigid barrier |
4 |
|
sodium carbonate |
4 |
|
baffles |
3 |
|
flexible barrier |
3 |
|
fractal dimension |
3 |
|
gravel |
3 |
|
laboratory tests |
3 |
|
model tests |
3 |
|
physical modelling |
3 |
|
power spectrum |
3 |
|
sands |
3 |
|
soil/structure interaction |
3 |
|
surface texture |
3 |
|
alkali-activated ggbs |
2 |
|
binary mixtures |
2 |
|
boulder |
2 |
|
boulder impact |
2 |
|
bouldery debris flow |
2 |
|
centrifuge modelling |
2 |
|
cushioning material |
2 |
|
dredged sediments |
2 |
|
dry granular flow |
2 |
|
flexible barriers |
2 |
|
flume |
2 |
|
flume modelling |
2 |
|
gabion |
2 |
|
geophysical flows |
2 |
|
granular debris flow |
2 |
|
granular flow |
2 |
|
granular flows |
2 |
|
granular materials |
2 |
|
impact load |
2 |
|
landslide |
2 |
|
landslide debris |
2 |
|
overflow |
2 |
|
smoothed particle hydrodynamics |
2 |
|
stabilization |
2 |
|
updated lagrangian formulation |
2 |
|
3d finite element modelling |
1 |
|
anisotropy |
1 |
|
array configuration |
1 |
|
array of baffles |
1 |
|
baffle |
1 |
|
baffle height |
1 |
|
baffles system |
1 |
|
barrier height |
1 |
|
barrier wall |
1 |
|
barriers |
1 |
|
basal clearance |
1 |
|
bed failure |
1 |
|
bi-dispersity |
1 |
|
boulder-enriched flows |
1 |
|
boulders |
1 |
|
channelized debris flow |
1 |
|
check dam |
1 |
|
check-dam system |
1 |
|
climate change |
1 |
|
collisional stress |
1 |
|
composition-informed model |
1 |
|
compound mountain hazards |
1 |
|
compressive sensing |
1 |
|
computational fluid dynamics |
1 |
|
concrete foam |
1 |
|
control structures |
1 |
|
critical slip surface |
1 |
|
crowdsourcing |
1 |
|
crushable foam |
1 |
|
cushioning thickness |
1 |
|
cylindrical baffle |
1 |
|
debris flow boulder impact |
1 |
|
debris flows |
1 |
|
debris mobility |
1 |
|
debris-flow hazards |
1 |
|
debris-structure interaction |
1 |
|
debris–barrier interaction |
1 |
|
deflector |
1 |
|
deformable barrier |
1 |
|
dense granular flow |
1 |
|
deposit morphology |
1 |
|
deposition |
1 |
|
deposition mechanism |
1 |
|
disaster |
1 |
|
disaster-management |
1 |
|
discrete element method (dem) |
1 |
|
discrete element model |
1 |
|
discrete surges |
1 |
|
dual rigid barriers |
1 |
|
dynamic fragmentation |
1 |
|
dynamic impact |
1 |
|
dynamic load |
1 |
|
dynamic pressure coefficient |
1 |
|
dynamics |
1 |
|
early-warning |
1 |
|
el niño |
1 |
|
energy dissipation |
1 |
|
equivalent internal friction angle |
1 |
|
erosion |
1 |
|
erosion rate |
1 |
|
ethylene-vinyl acetate foam |
1 |
|
finite element modeling |
1 |
|
finite-element analysis |
1 |
|
finite-element method |
1 |
|
flexural rigidity |
1 |
|
flow aspect ratio |
1 |
|
flow compositions |
1 |
|
flow impedance |
1 |
|
flow regimes |
1 |
|
flume model tests |
1 |
|
flume modeling |
1 |
|
fluvial erosion |
1 |
|
froude |
1 |
|
froude characteristics |
1 |
|
geo-fencing |
1 |
|
geo-hazards |
1 |
|
geological hazard |
1 |
|
geophysical flow case study |
1 |
|
geophysics |
1 |
|
geopolymer mix design |
1 |
|
grain intruder |
1 |
|
grain size segregation |
1 |
|
granular landslide debris |
1 |
|
haphazard urban planning |
1 |
|
herschel-bulkley model |
1 |
|
hydrograph |
1 |
|
impact behavior |
1 |
|
impact mechanisms |
1 |
|
interaction mechanisms |
1 |
|
johnson's damage number d n |
1 |
|
karhunen–loève expansion |
1 |
|
kinetic energy |
1 |
|
land-use change |
1 |
|
landslide barrier |
1 |
|
landslide dam |
1 |
|
landslide mitigation |
1 |
|
landslide mitigation measures |
1 |
|
large nonlinear finite-element modeling |
1 |
|
limit equilibrium analysis |
1 |
|
limit equilibrium method (lem) |
1 |
|
liquefaction |
1 |
|
load model |
1 |
|
load-attenuation mechanism |
1 |
|
load-reduction factor k c |
1 |
|
longitudinal spreading |
1 |
|
machine learnin |
1 |
|
machine learning |
1 |
|
mass-wasting processes |
1 |
|
material point method |
1 |
|
matric suction |
1 |
|
mobility analysis |
1 |
|
momentum flux |
1 |
|
mountain hazards chain |
1 |
|
multiple barriers |
1 |
|
natural terrain |
1 |
|
number of rows |
1 |
|
numerical modelling |
1 |
|
overtopping failure |
1 |
|
partial-debris dam |
1 |
|
particle shape |
1 |
|
particle size |
1 |
|
particle-scale behaviour |
1 |
|
physical flume modelling |
1 |
|
physical modeling |
1 |
|
physical tests |
1 |
|
rainfall |
1 |
|
rapid urbanization |
1 |
|
recycled crushed glass |
1 |
|
remote sensing |
1 |
|
river |
1 |
|
rock-filled gabion |
1 |
|
rockfall |
1 |
|
run-up height |
1 |
|
runout |
1 |
|
slit dam |
1 |
|
slit size |
1 |
|
slope safety management |
1 |
|
slope stability |
1 |
|
slopes |
1 |
|
smartphones |
1 |
|
smoothed particle hydrodynamics (sph) |
1 |
|
soil bed erosion |
1 |
|
soil stabilization |
1 |
|
solid fraction |
1 |
|
solid-fluid interaction |
1 |
|
spatial data |
1 |
|
sph |
1 |
|
steep creek hazards |
1 |
|
stiffness |
1 |
|
submarine debris flow |
1 |
|
transport |
1 |
|
trapezoidal channel |
1 |
|
tropical alpine area |
1 |
|
unsaturated soil |
1 |
|
vegetation coverage |
1 |
|
velocity |
1 |
|
velocity attenuation |
1 |
|
viscous flow |
1 |
|
volume of fluid |
1 |
|
water content |
1 |
|
water flow |
1 |
