Earth and Planetary Sciences
Ability
20%
Cam-Clay Model
40%
Case Histories
20%
China
20%
Clay
100%
Consolidation
40%
Construction
20%
Deposit
20%
Dissipation
20%
Drain
40%
Evaluation
100%
Hydraulic Conductivity
20%
Investigation
100%
Model
20%
Pore Pressure
40%
Rate
20%
Ratio
20%
Shear Strength
100%
Soft Clay
20%
Subsoil
80%
Value
80%
Engineering
Clay Deposits
20%
Clay Model
40%
Dissipation Rate
20%
Empirical Equation
20%
Evaluation
100%
Excess Pore Pressure
40%
Finite Element Modeling
20%
Full-Scale Test
20%
Hydraulics
20%
Increase Strength
100%
Marine Clay
100%
Measured Value
20%
Modified Cam
40%
Performance
20%
Predicted Value
20%
Prefabricated Vertical Drain
40%
Scale Test Embankment
20%
Settlement Behavior
20%
Shear Strength
100%
Simplified Method
20%