Keyphrases
Unsaturated Soil Slope
95%
Slope Stability Analysis
81%
Rainfall
80%
Failure Mechanism
62%
Upper Bound Limit Analysis
62%
Translational Failure
58%
Infinite Slope Model
54%
Stability Chart
46%
Stability Analysis
40%
Failure Mode
40%
Seismic Slope Stability
36%
Shallow Landslides
36%
Rotational Failure
36%
Slope Stability
33%
Seismic Load
31%
Safety Factor
30%
Stability Problem
29%
Rainfall Infiltration
28%
Method Analysis
27%
Homogeneous Slope
25%
Probabilistic Analysis
24%
London Clay
23%
Rotational Failure Mechanism
22%
Pore Water Pressure
22%
Log-spiral
21%
Analytical Framework
20%
Earthquake
20%
Earth Slope
18%
Limit State Line
18%
Homogeneous Earth
18%
Soil Arching
18%
Landslide Prediction
18%
Pore Pressure Effect
18%
Limit Analysis
18%
Kinematically Admissible
18%
System Reliability Analysis
18%
Standard Penetration Test
18%
Cone Penetration Test
18%
Limit State Surface
18%
Stability Design
18%
Stiff Clay
18%
Pressure Regimes
18%
Cut Slope
18%
Seismic Stability
18%
Transportation Infrastructure
18%
Clay
18%
Line-based
18%
Design Life
18%
Analytical Approach
18%
Climate Change Impacts
18%
Engineering
Stability Analysis
100%
Soil Slope
92%
Slope Stability
85%
Failure Mechanism
71%
Limit Analysis
66%
Rotational
57%
Failure Mode
41%
Closed Form Solution
36%
Factor of Safety
28%
Seismic Loading
28%
Infrastructure
22%
State Line
18%
Seismic Stability
18%
Rainwater
18%
Stiff Clay
18%
Design Life
18%
System Reliability
18%
Climate Change
18%
Analytical Approach
18%
Limit State
18%
Step Approach
18%
Reliability Analysis
18%
Induced Stress
18%
Cross Section
18%
Energy Engineering
18%
Nonuniformity
18%
Climatic Change
18%
Excess Pore Pressure
18%
Sliding Block
18%
Boulder Clay
18%
Matric Suction
17%
Slip Surface
16%
Limit State Surface
15%
One Step
14%
Shear Strength
14%
Analytical Framework
14%
Finite Element Analysis
13%
Boundary Effect
13%
Strength Parameter
13%
Numerical Methods
12%
Numerical Analysis
12%
Static Stability
12%
Slope Geometry
11%
Static Analysis
9%
Limitations
9%
Equilibrium Method
9%
Progressive Failure
9%
First-Order Reliability Method
9%
Degree of Saturation
9%
Porosity
9%