Soft clay stabilization with geosynthetic vertical drains beneath road and railway embankments: A critical review of analytical solutions and numerical analysis

Keyphrases

• Cavity Expansion 33%
• Consolidation Test 33%
• Cyclic Pore Pressure 33%
• Economical Method 33%
• Effective Dissipation 33%
• Equivalent Plane 33%
• Excessive Settlement 33%
• Finite Element Approach 33%
• Improvement Scheme 33%
• Laboratory Measurements 33%
• Lateral Movement 33%
• Mandrel 33%
• Normally Consolidated 33%
• Overconsolidation 33%
• Parabolic Variation 33%
• Plane Strain 33%
• Radial Consolidation 33%
• Radial Flow 33%
• Railway Embankment 100%
• Road Embankment 100%
• Smear Zone 33%
• Soft Clay 33%
• Soft Clay Stabilization 100%
• Soil Reaction 33%
• Solution Analysis 100%
• Thailand 33%
• Track Level 33%
• Vacuum Pressure 66%

Engineering

• Equivalent Plane Strain 33%
• Ground Improvement Scheme 33%
• Lateral Movement 33%
• Radial Flow 33%
• Smear Zone 33%