Keyphrases
Grouting Pressure
100%
Unsaturated Soil
100%
Saturated Condition
100%
Soil-cement
100%
Cement Interface
100%
Suction
83%
Decomposed Granite Soil
83%
Completely Decomposed Granite
83%
Soil Nailing
50%
Cement Grout
50%
Interface Shear Strength
33%
Matric Suction
33%
Unsaturated Conditions
33%
Rate of Increase
16%
Stress Increment
16%
Interface Shear
16%
Shear Strength
16%
Strength Increase
16%
Pull-out Test
16%
Soil Strength
16%
Grouting
16%
Strain Softening
16%
Direct Shear Test
16%
Interface Strength
16%
Downward Trend
16%
High Suction
16%
Pressure-grouted Soil Nail
16%
Interface Behavior
16%
Interface Direct Shear Test
16%
Engineering
Grouting Pressure
100%
Soil Cement
100%
Saturated Condition
66%
Cement Grout
50%
Interface Shear Strength
33%
Soil Nail
33%
Grout Interface
33%
Direct Shear Test
33%
Grouted Soil Nail
33%
Matric Suction
33%
Limitations
33%
Pullout Test
16%
Interface Strength
16%
Softening Behavior
16%
Shear Strength
16%
Boundary Condition
16%