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2 Han, J., "Recent advances in column technologies to improve soft soils, Invited keynote lecture" 1 : 99-113, 2012
3 Han, J., "Principles and Practice of Ground improvement" John Wiley and Sons 2015
4 Suleiman, M., "Numerical analyses of geosynthetic-reinforced rammed aggregate pier-supported embankments" Department of Civil, Construction and Environmental Engineering, Iowa State University 2003
5 Kempfert, H. G., "German recommendations forreinforced embankments on pile-similar elements" 279-284, 2004
6 Gangakhedar, R., "Geosynthetic reinforced pile-supported embankments" University of Florida 2004
7 Miao, L., "Experimental study on controlled modulus column methods" 112-119, 2009
8 Love, J., "Design methods for basally reinforced pile-supported embankments over soft ground" 36 (36): 39-43, 2003
9 Maddison, J. D., "Design and performance of an embankment supported using low strength geogrids and vibroconcrete columns" 325-332, 1996
10 Huang, J., "Deformations of geosyntheticreinforced column-supported embankments" 1029-1032, 2006
1 Terzaghi, K., "Theoretical Soil Mechanics" John Wiley and Sons 66-76, 1943
2 Han, J., "Recent advances in column technologies to improve soft soils, Invited keynote lecture" 1 : 99-113, 2012
3 Han, J., "Principles and Practice of Ground improvement" John Wiley and Sons 2015
4 Suleiman, M., "Numerical analyses of geosynthetic-reinforced rammed aggregate pier-supported embankments" Department of Civil, Construction and Environmental Engineering, Iowa State University 2003
5 Kempfert, H. G., "German recommendations forreinforced embankments on pile-similar elements" 279-284, 2004
6 Gangakhedar, R., "Geosynthetic reinforced pile-supported embankments" University of Florida 2004
7 Miao, L., "Experimental study on controlled modulus column methods" 112-119, 2009
8 Love, J., "Design methods for basally reinforced pile-supported embankments over soft ground" 36 (36): 39-43, 2003
9 Maddison, J. D., "Design and performance of an embankment supported using low strength geogrids and vibroconcrete columns" 325-332, 1996
10 Huang, J., "Deformations of geosyntheticreinforced column-supported embankments" 1029-1032, 2006
11 Castro, J., "Consolidation and deformation around stone columns: Numerical evaluation of analytical solutions" 38 (38): 354-362, 2011
12 British Standard, "Code of practice for strengthened/reinforced soils and other fills, BS 8006, 162"
13 Miao, L., "Benefits of geosynthetic reinforcement in widening of embankments subjected to foundation differential settlement" 21 (21): 321-332, 2014
14 Low, B. K., "Arching in piled embankment" ASCE 120 (120): 1917-1938, 1994
15 Hewlett, W. J., "Analysis of piled embankments" 21 (21): 12-18, 1988
16 Chen, Y. M., "An experimental investigation of soil arching within basal reinforced piled embankments" 26 : 164-174, 2008
17 Han, J., "A simplified method for computing consolidation rate of stone column reinforced foundations" 127 (127): 597-603, 2001
18 Abusharar, S. W., "A simplified method for analysis of apiled embankment reinforced with geosynthetics" 27 (27): 39-52, 2009
19 Lv, W. H., "A simplified 2-D evaluation method of arching effect for geosynthetic-reinforced and pile-supported embankment" 65 (65): 97-103, 2015
20 Han, J., "A numerical study of load transfer mechanisms in geosynthetic reinforced and pile supported embankments over soft soil" 128 (128): 44-53, 2002