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Influence of 3D subsurface flow on slope stability for unsaturated soils
Saranya Rangarajan
, Harianto Rahardjo
,
Alfrendo Satyanaga
, Yangyang Li
Department of Civil and Environmental Engineering
Nazarbayev University
Nanyang Technological University
Monash University
Research output
:
Contribution to journal
›
Article
›
peer-review
23
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Citations (Scopus)
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Keyphrases
Three-dimensional (3D)
100%
Subsurface Flow
100%
Slope Stability
100%
Unsaturated Soil
100%
Slope Stability Analysis
83%
Two Dimensional
66%
Safety Factor
66%
Pore Water Pressure
33%
Seepage Stability
33%
Water Balance Analysis
33%
Water Balance Model
33%
Three-dimensional Limit Equilibrium Method
33%
Climate Change Impacts
16%
Water Balance
16%
Three-dimensional Analysis
16%
Rainfall Infiltration
16%
Rainfall-induced Slope Failure
16%
Scoops3D
16%
Seepage Analysis
16%
Susceptibility Map
16%
Slope Susceptibility
16%
Infinite Slope Model
16%
Water Slope
16%
Balance Stability
16%
GEOtop Model
16%
Three-Dimensional Direction
16%
Physically Based Hydrological Model
16%
High Pore Water Pressure
16%
Safety Map
16%
GEOtop
16%
Extreme Rainfall Conditions
16%
Regional Slope
16%
Pressure Conditions
16%
Slope Stability Prediction
16%
Rainfall Effect
16%
Earth and Planetary Sciences
Subsurface Flow
100%
Slope Stability
100%
Unsaturated Soil
100%
Water Balance
55%
Stability Analysis
55%
Accident Prevention
44%
Water Pressure
33%
Porewater
33%
Equilibrium Method
22%
Slope Failure
11%
Climate Change Impact
11%
Dimensional Analysis
11%
INIS
soils
100%
slope stability
100%
water
88%
balances
55%
safety
44%
equilibrium
22%
maps
22%
comparative evaluations
11%
climatic change
11%
computer codes
11%
failures
11%
seeps
11%
Engineering
Subsurface
100%
Slope Stability
100%
Stability Analysis
55%
Two Dimensional
44%
Factor of Safety
44%
Pore Water Pressure
33%
Equilibrium Method
22%
Climate Change
11%
Slope Failure
11%
Dimensional Analysis
11%
Rainfall Infiltration
11%
Climatic Change
11%