Performance and Prediction of Vacuum Combined Surcharge Consolidation at Port of Brisbane

During the past decade, the application of vacuum preloading for stabilizing soft coastal clay and other low-lying estuarine soils has become popular in Australia. The cost-effectiveness is a major...

[1]  Julie Q. Shang,et al.  Vacuum and surcharge combined one-dimensional consolidation of clay soils , 2002 .

[2]  Kanghe Xie,et al.  A study on one-dimensional nonlinear consolidation of double-layered soil , 2002 .

[3]  Buddhima Indraratna,et al.  Design procedure for vertical drains considering a linear variation of lateral permeability within the smear zone , 2009 .

[4]  Jian Chu,et al.  Estimation of Degree of Consolidation for Vacuum Preloading Projects , 2005 .

[5]  Buddhima Indraratna,et al.  Analysis of soil disturbance associated with mandrel-driven prefabricated vertical drains using an elliptical cavity expansion theory , 2010 .

[6]  Buddhima Indraratna,et al.  Analytical and Numerical Modeling of Soft Soil Stabilized by Prefabricated Vertical Drains Incorporating Vacuum Preloading , 2005 .

[7]  Jian Chu,et al.  Soil improvement by the vacuum preloading method for an oil storage station , 2000 .

[8]  John P. Carter,et al.  Ground Deformation Induced by Vacuum Consolidation , 2005 .

[9]  Jian-Hua Yin,et al.  Elastic viscoplastic consolidation modelling and interpretation of pore-water pressure responses in clay underneath Tarsiut Island , 1999 .

[10]  I W Redana,et al.  LABORATORY DETERMINATION OF SMEAR ZONE DUE TO VERTICAL DRAIN INSTALLATION. TECHNICAL NOTE , 1998 .

[11]  Peter Boyle,et al.  A successful trial of vacuum consolidation at the Port of Brisbane , 2009 .

[12]  T. J. Poskitt.  The Consolidation of Saturated Clay with Variable Permeability and Compressibility , 1969 .

[13]  R. Barron.  Closure of "Consolidation of Fine-Grained Soils by Drain Wells" , 1948 .

[14]  Julie Q. Shang,et al.  Vacuum preloading consolidation of reclaimed land: a case study , 1998 .

[15]  Buddhima Indraratna,et al.  Analytical Solutions for a Single Vertical Drain with Vacuum and Time-Dependent Surcharge Preloading in Membrane and Membraneless Systems , 2012 .

[16]  Buddhima Indraratna,et al.  Analysis of settlement and lateral deformation of soft clay foundation beneath two full‐scale embankments , 1997 .

[17]  Robert D. Holtz,et al.  Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the new Bangkok International Airport project , 2002 .

[18]  N. R. Krishnaswamy,et al.  CONSOLIDATION OF CLAY BY SAND DRAIN UNDER TIME-DEPENDENT LOADING. TECHNICAL NOTE , 1998 .

[19]  Buddhima Indraratna,et al.  Radial consolidation of clay using compressibility indices and varying horizontal permeability , 2005 .

[20]  Jinchun Chai,et al.  Measured and predicted performance of prefabricated vertical drains (PVDs) with and without vacuum preloading , 2010 .

[21]  Cholachat Rujikiatkamjorn,et al.  2D and 3D Numerical Modeling of Combined Surcharge and Vacuum Preloading with Vertical Drains , 2008 .

[22]  Richart.  A Review of the Theories for Sand Drains , 1957 .

[23]  M. Ivimey.  Annual report , 1958, IRE Transactions on Engineering Writing and Speech.

[24]  Buddhima Indraratna,et al.  Vertical drain consolidation with overlapping smear zones , 2007 .

[25]  S. W. Yan,et al.  Soil improvement for a road using the vacuum preloading method , 2003 .

[26]  Charles D. Shackelford,et al.  UNSATURATED HYDRAULIC CONDUCTIVITY OF COMPACTED SAND-KAOLIN MIXTURES , 1998 .

[27]  Buddhima Indraratna,et al.  Numerical modeling of vacuum preloading and field applications , 2004 .

[28]  Buddhima Indraratna,et al.  Numerical modeling of vertical drains with smear and well resistance installed in soft clay , 2000 .

[29]  Myint Win Bo,et al.  Soil Improvement: Prefabricated Vertical Drain Techniques , 2002 .

[30]  Robert D. Holtz,et al.  Prefabricated Vertical Drains: Design and Performance , 1991 .