Surface Heave Behavior of Geogrid Reinforced Sand Bed


  • Noushad K.
  • Chandrakaran S.


Heave, Plate load test, Upheaval of sand, Geeogrid reinforced sand


This paper studies the surface heave phenomena of geogrid reinforced sand bed. Laboratory plate load test were conducted on square footing initially without geogrid and then with the inclusion of geogrid at various depth and spacing. It is observed that the heave is considerably reduced by the inclusion of geogrid. The heave behavior is depended on placement depth, spacing and number of layers of geogrid. The magnitude of reduction in heave is represented by a non-dimensional parameter called heave reduction factor (HRF)..


Abu F.M, Chen Q, Sharma R, “An experimental evaluation of the behavior of footings on geosynthetic-reinforced sandâ€. Soils and Foundations 2013;53(2):335–348, 2013.

Alawaji H.A, “Settlement and bearing capacity of geogrid-reinforced sand over collapsible soilâ€.Geotextiles and Geomembranes 19 (2001) 75-88, 2000.

Azzam W.R, Nasar A.M, “Bearing capacity of shell strip footingon reinforced sandâ€. Journel of advanced research, 2014.

Cure E, Turker E, Uzuner B A, “Analytical and experimental study for ultimate loads of eccentrically loaded model strip footings near a sand slopeâ€.Ocean Engineering 89 (2014) 113–118, 2014.

Das B.M., Maji A, Shi E.C, “Foundation on geogrid-reinforced sand-effect of transient loadingâ€. Geotextiles and Geomembranes 16 (1998) 151-160, 1998.

DeMerchant. M.R., Valsangkar. A.J, Schriver. A.B., “Plate load tests on geogrid-reinforced expanded shale lightweight aggregateâ€.Geotextiles and Geomembranes 20 (2002) 173–190, 2002.

Hataf N, Rahimi M.M, “Experimental investigation of bearing capacity of sandreinforced with randomly distributed tire shredsâ€, Construction and Building Materials 20 (2006) 910–916, 2006.

Hong X.B, Zhi X.H, Zhang W, “Bearing capacity of square footing supported by a geobelt-reinforced crushed stone cushion on soft soilâ€.Geotextiles and Geomembranes 38 (2013) 37-42, 2013.

Latha M.G, Vidya S. Murthy, “Effects of reinforcement form on the behaviour of geosynthetic reinforced sandâ€. Geotextiles and Geomembranes 25 (2007) 23–32, 2007.

Latha M.G, Somwanshi A, “Bearing capacity of square footings on geosynthetic reinforced sandâ€. Geotextiles and Geomembranes 27 (2009) 281–294, 2009.

Mandal J.N, Manjunath V. R., “Bearing capacity of strip footing resting on reinforced sand subgradesâ€. Construction and Building Materials, 1(9), 35-38, 1995.

Moghaddas T.S.N, Norouzi A.H, “Bearing capacity of a square model footing on sand reinforcedwith shredded tire – An experimental investigationâ€, Construction and Building Materials 35 (2012) 547–556, 2012.

Patra. C.R., Das. B.M., Atalar. C., “Bearing capacity ofembedded strip foundation a on geogrid-reinforced sandâ€. Geotextiles and Geomembranes 23 (2005) 454–462, 2005.

Phanikumar B.R, Prasad R, Abhishek S, “Compressive load response of geogrid-reinforced ï¬ne, medium and coarse sandsâ€. Geotextiles and Geomembranes 27 (2009) 183–186, 2009.

Sujit K.D, Rajagopal K, Krishnaswamy N.R, “Strip footing on geocell reinforced sand beds with additional planar reinforcementâ€. Geotextiles and Geomembranes 19 (2001) 529–538, 2001.

Tafreshi S.N.M, Dawson A.R., “Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcementâ€. Geotextiles and Geomembranes 28 (2010) 72–84, 2010.

Won Y.Y, Han H.C, Seong D.K, “Bearing capacity and settlement of tire-reinforced sandsâ€. Geotextiles and Geomembranes 22 (2004) 439–453, 2003


How to Cite

K., N., & S., C. (2015). Surface Heave Behavior of Geogrid Reinforced Sand Bed. Asian Journal of Engineering and Technology, 3(4). Retrieved from