Consolidation modelling of soils under the test embankment at Chek Lap Kok International Airport in Hong Kong using a simplified finite element method

Keyphrases

• Hong Kong 100%
• International Airport 100%
• Finite Element Method 100%
• Test Embankment 100%
• Pore Water Pressure 50%
• Material Parameters 50%
• Hydraulic Conductivity 50%
• Simplified Method 50%
• Paper Model 50%
• Consolidation Behavior 50%
• Foundation Soil 50%
• Site Investigation 50%
• Method Parameters 50%
• Geological Conditions 50%
• Settlement Prediction 50%
• Pressure Prediction 50%
• Investigation Reports 50%
• Model Consolidation 50%

Engineering

• Test Embankment 100%
• Finite Element Analysis 100%
• Hydraulics 50%
• Simplified Method 50%
• Good Prediction 50%
• Material Parameter 50%
• Pore Water Pressure 50%
• Site Investigation 50%

Earth and Planetary Sciences

• Hong Kong 100%
• Porewater 50%
• Water Pressure 50%
• Site Investigation 50%
• Hydraulic Conductivity 50%