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Full Description
Written by a group of international contributors, Ground Improvement Case Histories: Embankments with Special Reference to Soil Consolidation and Other Physical Methods, employs the use of case-histories to illustrate and apply equations, numerical methods and technology to undertake even the most complicated ground improvement projects. In this book, each case-history provides an overview of the specific technology followed by field applications and in some cases comprehensive back-analysis through numerical modelling. Specific embankment case-histories with special reference to soil consolidation included are: Ballina Bypass (Australia), Tianjin Port (China), Second Bangkok International Airport (Thailand), Changi East reclamation (Singapore), Maizuru-Wakasa Expressway (Japan) and Colombo Airport Expressway, Sri Lanka. Other physical methods include performance of stone columns at Penny's Bay reclamation in Hong Kong and PCC piles for highway and high-speed railway construction in China, among others.
Contents
Part One: Preloading, Vertical Drains and Vacuum Application
1: Recent advances in soft soil consolidation
2: Experience of consolidation process from test areas with and without vertical drains
3: Theoretical and Numerical Perspectives and Field Observations for the Design and Performance Evaluation of Embankments Constructed on Soft Marine Clay
4: Application of the vacuum preloading method in soil improvement projects
5: Two case histories of vertical drains in very soft clays
6: Case Study of Ground Improvement Work at the Suvarnabhumi Airport of Thailand
7: Predictions and Observations of Soft Clay Foundations Stabilized with Geosynthetic Drains and Vacuum Surcharge
8: Application of Analytical Method for Preloading Design of Selected Case Studies
9: The Changi East Reclamation Project in Singapore
10: High vacuum pressure for vacuum consolidation method by using air-water separation system
11: Case studies of vacuum consolidation ground improvement in peat deposits
12: Interpretation of penetration resistance data associated with PVD installation for predicting differential settlement in soft ground
13: On the prediction of time-dependent behaviour of embankments on soft soils: effects of preloading, surcharging and the choice of lab versus field test data for soft soil parameters
14: Application of a new vacuum preloading method in tideland reclamation in Wenzhou, China
15: Key Issues in the Application of Vertical Drains to a Sea Reclamation by Extremely Soft Clay Slurry
Part Two: Sand and Gravel Piles, Stone Columns and Other Rigid Inclusions
16: Performance of soft clays reinforced by floating columns
17: Geotextile Encased Columns (GEC): Case Studies over Twenty Years
18: New Analytical Approach for Predicting Horizontal Displacement of Stone Columns
19: Settlement Behaviour of Embankment on Soft Ground Treated with Stepped Rigid Columns
20: Pullout resistance of grouted soil nails
21: Improvement of soft soil formations by drilled displacement columns
22: Applications of PCC piles for highway and high-speed railway construction in China
23: Implementation and Performance of Stone Columns at Penny's Bay Reclamation in Hong Kong
24: Failures of Ground Improvement Works in Soft Ground
25: Characteristics of Soft Peats, Organic Soils and Clays, Colombo-Katunayake Expressway, Sri Lanka
26: Theoretical and Numerical Perspectives on Performance of Stone Column Improved Soft Ground with Reference to Transport Infrastructure
