Deformation analysis of geocell reinforcement using Winkler model

Computers and Geotechnics

Volumn 36, Issue 6, 2009, Pages 977-983

  Zhang, Ling ^a   Zhao, Minghua ^a   Zou, Xiaowei ^a,b   Zhao, Heng ^a  

^a HUNAN UNIVERSITY   (China)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Deformation analysis; Geocell reinforcement; Interface resistance; Soft ground; Winkler model

Indexed keywords

DEFORMATION ANALYSIS; GEOCELL REINFORCEMENT; INTERFACE RESISTANCE; SOFT GROUND; WINKLER MODEL;

DEFORMATION; SOIL STRUCTURE INTERACTIONS;

REINFORCEMENT;

ANALYTICAL METHOD; DEFORMATION; EMBANKMENT; MODELING; REINFORCEMENT; SOFT SOIL; STRESS CHANGE; WINKLER FOUNDATION;

EID: 67349268185     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2009.03.005     Document Type: Article

References (35)

1. Borges J.L., and Cardoso A.S. Structural behaviour and parametric study of reinforced embankments on soft clays. Comput Geotech 28 3 (2001) 209-233
2. Maheshwari P., Chandra S., and Basudhar P.K. Response of beams on a tensionless extensible geosynthetic reinforced earth bed subjected to moving loads. Comput Geotech 31 7 (2004) 537-548
3. Hufenus R., Rueegger R., Banjac R., Mayor P., Springman S.M., and Brönnimann R. Full scale field tests on geosynthetic reinforced unpaved roads on soft subgrade. Geotext Geomembranes 24 1 (2006) 21-37
4. Tatsuoka F., Tateyamab M., Mohric Y., and Matsushima K. Remedial treatment of soil structures using geosynthetic reinforcing technology. Geotext Geomembranes 25 4-5 (2007) 204-220
5. Bush D.I., Jenner C.G., and Basset R.H. The design and construction of geocell foundation mattress supporting embankments over soft ground. Geotext Geomembranes 9 1 (1990) 83-98
6. Cowland J.W., and Wong S.C.K. Performance of a road embankment on soft clay supported on a geocell mattress foundation. Geotext Geomembranes 12 8 (1993) 687-705
7. Li M.T. An analysis of the stability of roads and bridges in the mined-up region of the taigu highway and the treating scheme. J Chongqing Jiaotong Inst 19 3 (2000) 85-87
8. Xie Y.L., Yu Y.H., and Yang X.H. Application study of treating differential settlement of subgrade with geocell. China J Highway Transport 17 4 (2004) 7-10
9. Yang X.H., Dai T.D., and Xu X.Z. Geocell application in reinforcing soft subgrade of railway. J Traffic Transport Eng 5 2 (2005) 42-46
10. Weng B.S., and Luo Q. Geotechnique economical analysis of the geocell reinforcement in exist railroad embankment. Subgrade Eng 24 3 (2006) 56-58
11. Dong P. The application of geocell mattress in Qin-Yin highway. Transport World 14 10 (2007) 96-98
12. Krishnaswamy N.R., Rajagopal K., and Latha G.M. Model studies on geocell supported embankments constructed over a soft clay foundation. Geotech Test J 23 1 (2000) 45-54
13. Zhou H.B., and Wen X.J. Model studies on geogrid- or geocell-reinforced sand cushion on soft soil. Geotext Geomembranes 26 3 (2008) 231-238
14. Rajagopal K., Krishnaswamy N.R., and Latha G.M. Behaviour of sand confined with single and multiple geocells. Geotext Geomembranes 17 3 (1999) 171-184
15. Dash S.K., Rajagopal K., and Krishnaswamy N.R. Strip footing on geocell reinforced sand beds with additional planar reinforcement. Geotext Geomembranes 19 8 (2001) 529-538
16. Ye F.C., and Gu L.J. Model test on the compression deformation behaviour of the geocell reinforced granular soils. J Highway Transport Res Dev 2 11 (2006) 71-73 (applied and technical edition)
17. Thallak S.G., Saride S., and Dash S.K. Performance of surface footing on geocell-reinforced soft clay beds. Geotech Geol Eng 25 5 (2007) 509-524
18. Bush D.I., and Jenner C.G. The design and construction of geocell foundation mattresses supporting embankments over soft grounds. Geotext Geomembranes 9 1 (1990) 83-98
19. Mhaiskar S.Y., and Mandal J.N. Investigations on soft clay subgrade strengthening using geocells. Constr Build Mater 10 4 (1996) 281-286
20. Bathurst R.J., and Knight M.A. Analysis of geocell reinforced-soil covers over large span conduits. Comput Geotech 22 3-4 (1998) 205-219
21. Latha G.M., Rajagopal K., and Krishnaswamy N.R. Experimental and theoretical investigations on geocell-supported embankments. Int J Geomech 6 1 (2006) 30-35
22. Bourdeau P.L. Modeling of membrane action in a two-layer reinforced soil system. Comput Geotech 7 1-2 (1989) 19-36
23. Ghosh C., and Madhav M.R. Reinforced granular fill-soft soil system: confinement effect. Geotext Geomembranes 13 5 (1994) 727-741
24. Shukla S.K., and Chandra S. A study of settlement response of a geosynthetic-reinforced compressible granular fill-soft soil system. Geotext Geomembranes 13 9 (1994) 627-639
25. Yin J.H. Modelling geosynthetic-reinforced granular base over soft soil. Geosynth Int J 4 2 (1997) 168-185
26. Yin J.H. A non-linear model for geosynthetic-reinforced granular fill over soft soil. Geosynth Int J 4 5 (1997) 523-537
27. Zhang Z.G., and Liu D.X. Settlement calculation of the soft foundation treated by geocell with finite bean method. Gansu Hydrotech Hydroelectr 40 2 (2004) 136-137
28. Tan Z.M. Solution method for beam with horizontal resistance on elastic foundation. Mech Pract 19 3 (1997) 33-35
29. Yin J.H. Comparative modeling study of reinforced beam on elastic foundation. J Geotech Geoenviron Eng 126 3 (2000) 265-271
30. Yin J.H. Closed-form solution for reinforced Timoshenko beam on elastic foundation. J Eng Mech 126 8 (2000) 868-874
31. Zhang F.H., and Yu Y.Z. Analysis of deformation of geocell reinforced mat under plane strain condition. Rock Soil Mech 26 Suppl. (2005) 241-243
32. Poulos MG, Carter JP, Small JC. Foundation and retaining structures-research and practice, theme lecture. In: Proceedings of the 15th international conference on soil mechanics and geotechnical engineering, Istanbul, Turkey; 2001. p. 2527-606.
33. Bowles J.E. Foundation analysis and design. 5th ed. (1996), Mc Graw-Hill Book Company, New York
34. Long Y.Q. Calculation of the elastic foundation beam (1981), People Education Press, Beijing
35. Guo Y.P. Test research of earthwork flexibility raft foundation strengthening shallow soft subgrade. Shanxi Sci Technol Commun 19 3 (2001) 3-4 8