Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone.
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[1] K. Terzaghi. Theoretical Soil Mechanics , 1943 .
[2] Jitendra Sharma,et al. Characterization of a smear zone around vertical drains by large-scale laboratory tests , 2000 .
[3] Xu-sheng Wang,et al. Analysis of soil consolidation by vertical drains with double porosity model , 2004 .
[4] Jian-Hua Yin,et al. Consolidation of soil under depth-dependent ramp load , 1998 .
[5] Jian-Hua Yin,et al. CONSOLIDATION ANALYSIS OF SOIL WITH VERTICAL AND HORIZONTAL DRAINAGE UNDER RAMP LOADING CONSIDERING SMEAR EFFECTS , 2004 .
[6] Buddhima Indraratna,et al. Vertical drain consolidation with overlapping smear zones , 2007 .
[7] Jie Han,et al. A Theoretical Solution for Consolidation Rates of Stone Column-Reinforced Foundations Accounting for Smear and Well Resistance Effects , 2002 .
[8] Chin Jian Leo,et al. Equal Strain Consolidation by Vertical Drains , 2004 .
[9] Xiaowu Tang,et al. CONSOLIDATION OF GROUND WITH PARTIALLY PENETRATED VERTICAL DRAINS , 1998 .
[10] Balasingam Muhunthan,et al. NUMERICAL STUDY OF THE FACTORS AFFECTING THE CONSOLIDATION OF CLAY WITH VERTICAL DRAINS , 2002 .
[11] Buddhima Indraratna,et al. Vertical Drain Consolidation with Parabolic Distribution of Permeability in Smear Zone , 2006 .
[12] Kang-He Xie,et al. Equal strain consolidation for stone columns reinforced foundation , 2009 .
[13] Buddhima Indraratna,et al. Radial consolidation of clay using compressibility indices and varying horizontal permeability , 2005 .
[15] K. Xie,et al. Consolidation Analysis of Composite Ground Improved by Granular Columns Considering Variation of Permeability Coefficient of Soil , 2006 .
[16] Jie Han,et al. SIMPLIFIED METHOD FOR CONSOLIDATION RATE OF STONE COLUMN REINFORCED FOUNDATIONS , 2001 .
[17] Shanyong Wang,et al. Consolidation of vertical drain with depth-varying stress induced by multi-stage loading , 2011 .
[18] Norihiko Miura,et al. INVESTIGATION OF FACTORS AFFECTING VERTICAL DRAIN BEHAVIOR , 1999 .
[19] Wang Rui. Analytical solutions for consolidation of composite ground with granular columns under time-dependent loading , 2002 .
[20] Buddhima Indraratna,et al. Analytical solutions and design curves for vacuum-assisted consolidation with both vertical and horizontal drainage , 2007 .
[21] N. P. Balaam,et al. Analysis of rigid rafts supported by granular piles , 1981 .