Experimental and Numerical Investigations to Evaluate Two-Dimensional Modeling of Vertical Drain–Assisted Preloading
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[1] Mohammed Rafiq Abdul Kadir,et al. Finite Element Modelling , 2013 .
[2] Hamid Nikraz,et al. Probabilistic Analysis of Soil Consolidation via Prefabricated Vertical Drains , 2013 .
[3] Jean-Pierre Magnan,et al. Methods to Reduce the Settlement of Embankments on Soft Clay: A Review , 1994 .
[4] Jinchun Chai,et al. Simple Method of Modeling PVD-Improved Subsoil , 2001 .
[5] Behzad Fatahi,et al. A constitutive model for cemented clays capturing cementation degradation , 2014 .
[6] Jie Han,et al. Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil , 2002 .
[7] Abdulazim Yildiz,et al. Numerical modeling of vertical drains with advanced constitutive models , 2009 .
[8] Bijan Samali,et al. Seismic Behavior of Building Frames Considering Dynamic Soil-Structure Interaction , 2013 .
[9] Madhira R. Madhav,et al. MODELLING AND STUDY OF SMEAR ZONES AROUND BAND SHAPED DRAINS , 1993 .
[10] Stephen Fityus,et al. Finite-Element Parametric Study of the Consolidation Behavior of a Trial Embankment on Soft Clay , 2006 .
[11] Erik H. Vanmarcke,et al. Random Fields: Analysis and Synthesis. , 1985 .
[12] Bijan Samali,et al. Lateral seismic response of building frames considering dynamic soil-structure interaction effects , 2013 .
[13] R. Barron. Closure of "Consolidation of Fine-Grained Soils by Drain Wells" , 1948 .
[14] S. Hansbo. Consolidation of fine-grained soils by prefabricated drains , 1981 .
[15] Buddhima Indraratna,et al. Vertical drain consolidation with non-Darcian flow and void ratio dependent compressibility and permeability , 2012 .
[16] Atsuo Onoue,et al. CONSOLIDATION BY VERTICAL DRAINS TAKING WELL RESISTANCE AND SMEAR INTO CONSIDERATION , 1988 .
[17] Buddhima Indraratna,et al. PLANE-STRAIN MODELING OF SMEAR EFFECTS ASSOCIATED WITH VERTICAL DRAINS. TECHNICAL NOTE , 1997 .
[18] Buddhima Indraratna,et al. Numerical modeling of vertical drains with smear and well resistance installed in soft clay , 2000 .
[19] Determination of Smear Zone around Vertical Drains , 2001 .
[20] Buddhima Indraratna,et al. Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading , 2005 .
[21] H. Khabbaz,et al. Analytical solution for one‐dimensional consolidation of unsaturated soils using eigenfunction expansion method , 2014 .
[22] Jinchun Chai,et al. Vacuum-drain consolidation induced pressure distribution and ground deformation , 2010 .
[23] Behzad Fatahi,et al. Numerical optimisation to obtain elastic viscoplastic model parameters for soft clay , 2015 .
[24] Dipanjan Basu,et al. Effect of the Smear and Transition Zones around Prefabricated Vertical Drains Installed in a Triangular Pattern on the Rate of Soil Consolidation , 2007 .
[25] R. E. Gibson. An Analysis of System Flexibility and its Effect on Time-Lag in Pore-Water Pressure Measurements , 1963 .
[26] Dong-Soo Kim,et al. Development of a New Asymmetric Anchor Plate for Prefabricated Vertical Drain Installation via Centrifuge Model Tests , 2013 .
[27] R. G. Robinson. Consolidation analysis with pore water pressure measurements , 1999 .
[28] Donald W. Taylor,et al. Fundamentals of soil mechanics , 1948 .
[29] A. P. Pajouh. Analysing ground deformation data to predict characteristics of smear zone induced by vertical drain installation for soft soil improvement , 2014 .
[30] Bijan Samali,et al. Assessment of soil-pile-structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations , 2014 .
[31] I. C. Pyrah,et al. Finite element modelling of vertical drains beneath embankments on soft ground , 1992 .
[32] Behzad Fatahi,et al. Fully Nonlinear versus Equivalent Linear Computation Method for Seismic Analysis of Midrise Buildings on Soft Soils , 2014 .
[33] Robert V. Whitman,et al. Permeability of Disturbed Zone Around Vertical Drains , 1991 .
[34] H. Khabbaz,et al. Assessment of the Elastic-Viscoplastic Behavior of Soft Soils Improved with Vertical Drains Capturing Reduced Shear Strength of a Disturbed Zone , 2016 .
[35] Buddhima Indraratna,et al. Soft ground improvement via vertical drains and vacuum assisted preloading , 2012 .
[36] Toshiyuki Mitachi,et al. Equivalent plane strain modeling of vertical drains in soft ground under embankment combined with vacuum preloading , 2008 .
[37] Thu Minh Le,et al. Soil creep effects on ground lateral deformation and pore water pressure under embankments , 2013 .