Embankments founded on sulphide clay : - some aspects related to ground improvement by vertical drains

In this thesis, some aspects concerning building embankments founded on sulphide clay are studied, with special reference to ground improvement by preloading in combination with prefabricated verti ...

[1]  Abbas Ghalandarzadeh,et al.  Evaluation of gravel drains and compacted sand piles in mitigating liquefaction , 2005 .

[2]  Enrico Conte,et al.  Radial consolidation with vertical drains and general time-dependent loading , 2009 .

[3]  Robert V. Whitman,et al.  Permeability of Disturbed Zone Around Vertical Drains , 1991 .

[4]  L. Eriksson.  Temperature effects on consolidation properties of sulphide clays , 1989 .

[5]  Rasmus Müller,et al.  Veda trial embankment-comparison between measured and calculated deformations and pore pressure development , 2009 .

[6]  V. Choa.  APPLICATION OF THE OBSERVATIONAL METHOD TO HYDRAULIC FILL RECLAMATION PROJECTS , 1994 .

[7]  Dipanjan Basu,et al.  Effect of Soil Disturbance on Consolidation By Prefabricated Vertical Drains Installed in a Rectangular Pattern , 2009 .

[8]  Hamid Nikraz,et al.  Observational method of assessing improvement of marine clay , 2004 .

[9]  Jinchun Chai,et al.  Analysis of field performance of embankments on soft clay deposit with and without PVD-improvement , 2005 .

[10]  M. Andersson,et al.  Undrained shear strength and compression properties of Swedish fine-grained sulphide soils. , 2009 .

[11]  Lidija Zdravković,et al.  Finite Element Analysis in Geotechnical Engineering: Theory , 1999 .

[12]  Hamid Nikraz,et al.  Preloading and prefabricated vertical drains design for foreshore land reclamation projects: a case study , 2007 .

[13]  Madhira R. Madhav,et al.  MODELLING AND STUDY OF SMEAR ZONES AROUND BAND SHAPED DRAINS , 1993 .

[14]  Jinchun Chai,et al.  Simple Method of Modeling PVD-Improved Subsoil , 2001 .

[15]  I. C. Pyrah,et al.  Modelling the effect of vertical drains in two-dimensional finite element analyses of embankments on soft ground , 1995 .

[16]  S-Cr Lo,et al.  Long-term performance of a wide embankment on soft clay improved with prefabricated vertical drains , 2008 .

[17]  Charles C. Ladd,et al.  Stability Evaluation during Staged Construction , 1991 .

[18]  Atsuo Onoue,et al.  Consolidation of Multilayered Anisotropic Soils by Vertical Drains with Well Resistance , 1988 .

[19]  Buddhima Indraratna,et al.  Numerical modelling of soft soil stabilized by vertical drains, combining surcharge and vacuum preloading for a storage yard , 2007 .

[20]  S. Hansbo,et al.  CONSOLIDATION BY VERTICAL DRAINS , 1981 .

[21]  I. Öborn,et al.  Geochemistry and partitioning of trace metals in acid sulphate soils in Sweden and Finland before and after sulphide oxidation , 2004 .

[22]  S. Hansbo,et al.  Design aspects of vertical drains and lime column installations : Proc Ninth Southeast Asian Geotechnical Conference, Bangkok, 7–11 December 1987 V2, P8.1–8.12. Publ Bangkok: Southeast Asian Geotechnical Society, 1987 , 1990 .

[23]  Göran Sällfors.  Preconsolidation Pressure of Soft, High-plastic Clays , 1975 .

[24]  Hiroshi Yoshikuni,et al.  Consolidation of Soils by Vertical Drain Wells with Finite Permeability , 1974 .

[25]  V. J. Moseley,et al.  Model study of seepage in smear zones around vertical drains in layered soil , 2000 .

[26]  C Bamunawita,et al.  Modelling of Prefabricated Vertical Drains in Soft Clay and Evaluation of their Effectiveness in Practice , 2003 .

[27]  Gholamreza Mesri,et al.  Settlement of Embankments on Soft Clays , 1994 .

[28]  Buddhima Indraratna,et al.  Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method , 2009 .

[29]  R. Whitman,et al.  Soil mechanics, SI version , 1969 .

[30]  Ralph B. Peck,et al.  Advantages and Limitations of the Observational Method in Applied Soil Mechanics , 1969 .

[31]  S Hansbo,et al.  CONSOLIDATION OF CLAY BY BANDSHAPED PREFABRICATED DRAINS , 1979 .

[32]  Jitendra Sharma,et al.  Characterization of a smear zone around vertical drains by large-scale laboratory tests , 2000 .

[33]  Numerical modeling of sand drain performance — a case study of the Salter Street Bridge construction , 2008 .

[34]  I. C. Pyrah,et al.  Finite element modelling of vertical drains beneath embankments on soft ground , 1992 .

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

[36]  M. Biot.  General Theory of Three‐Dimensional Consolidation , 1941 .

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

[38]  S. Hansbo,et al.  CONSOLIDATION EQUATION VALID FOR BOTH DARCIAN AND NON-DARCIAN FLOW , 2001 .

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

[40]  Siew-Ann Tan,et al.  Comparison of the Hyperbolic and Asaoka Observational Method of Monitoring Consolidation with Vertical Drains. , 1996 .

[41]  Arul Arulrajah,et al.  Factors Affecting Consolidation Related Prediction of Singapore Marine Clay by Observational Methods , 2008 .

[42]  D. T. Bergado,et al.  Improvement of soft Bangkok clay using vertical drains , 1993 .

[43]  Dennes T. Bergado,et al.  PVD IMPROVEMENT OF SOFT BANGKOK CLAY WITH COMBINED VACUUM AND REDUCED SAND EMBANKMENT PRELOADING , 1998 .

[44]  M. Bastani,et al.  On the recognition of areas with problematic sulphidic sediments using multi-disciplinary data , 2009 .

[45]  Atsuo Onoue,et al.  CONSOLIDATION BY VERTICAL DRAINS TAKING WELL RESISTANCE AND SMEAR INTO CONSIDERATION , 1988 .

[46]  Chin Jian Leo,et al.  Equal Strain Consolidation by Vertical Drains , 2004 .

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

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

[49]  Danai Georgala.  Paleoenvironmental studies of post-glacial black clays in north-eastern Sweden , 1980 .

[50]  Dipanjan Basu,et al.  Analytical solutions for consolidation aided by vertical drains , 2006 .

[51]  Dennes T. Bergado,et al.  Closure of "Smear Effects of Vertical Drains on Soft Bangkok Clay" , 1991 .

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

[53]  Norihiko Miura,et al.  INVESTIGATION OF FACTORS AFFECTING VERTICAL DRAIN BEHAVIOR , 1999 .

[54]  S. Hansbo,et al.  Soil improvement at Stockholm-Arlanda Airport , 2000 .

[55]  S. Hansbo,et al.  Aspects of vertical drain design: Darcian or non-Darcian flow , 1997 .