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Volumn 18, Issue 4, 2011, Pages 178-195

Experimental study of a shallow strip footing on geogrid-reinforced sand bed above a void

Author keywords

Bearing pressure; Footing settlement; Geosynthetics; Reinforced soil; Strip footing; Underground void

Indexed keywords

GEOSYNTHETIC MATERIALS; REINFORCEMENT;

EID: 79961149012     PISSN: 10726349     EISSN: 17517613     Source Type: Journal    
DOI: 10.1680/gein.2011.18.4.178     Document Type: Article
Times cited : (36)

References (58)
  • 2
    • 0030946801 scopus 로고    scopus 로고
    • Large model spread footing load tests on geosynthetic reinforced soil foundations
    • Adams, M. T. & Collin, J. G. (1997). Large model spread footing load tests on geosynthetic reinforced soil foundations. Journal of Geotechnical and Geoenvironmental Engineering,. 123,. No. 1, 66-72.
    • (1997) Journal of Geotechnical and Geoenvironmental Engineering , vol.123 , Issue.1 , pp. 66-72
    • Adams, M.T.1    Collin, J.G.2
  • 4
    • 67349187958 scopus 로고    scopus 로고
    • Bearing capacity of strip footings on sand slopes reinforced with geogrid and grid-anchor
    • Alamshahi, S. & Hataf, N. (2009). Bearing capacity of strip footings on sand slopes reinforced with geogrid and grid-anchor. Geotextiles and Geomembranes,. 27,. No. 3, 217-226.
    • (2009) Geotextiles and Geomembranes , vol.27 , Issue.3 , pp. 217-226
    • Alamshahi, S.1    Hataf, N.2
  • 5
    • 0037699901 scopus 로고    scopus 로고
    • Soil reinforcement loads in geosynthetic walls at working stress conditions
    • Allen, T. M. & Bathurst, R. J. (2002). Soil reinforcement loads in geosynthetic walls at working stress conditions. Geosynthetics International,. 9,. No. 5-6, 525-566.
    • (2002) Geosynthetics International , vol.9 , Issue.5-6 , pp. 525-566
    • Allen, T.M.1    Bathurst, R.J.2
  • 7
    • 0021526259 scopus 로고
    • Stability of spread footings above void in clay
    • Badie, A. & Wang, M. C. (1984). Stability of spread footings above void in clay. Journal of Geotechnical Engineering,. 110,. No. 11, 1591-1605.
    • (1984) Journal of Geotechnical Engineering , vol.110 , Issue.11 , pp. 1591-1605
    • Badie, A.1    Wang, M.C.2
  • 8
    • 0013617576 scopus 로고
    • Large scale triaxial tests on geocell reinforced granular soils
    • Bathurst, R. J. & Karparapu, R. (1993). Large scale triaxial tests on geocell reinforced granular soils. Geotechnical Testing Journal,. 16,. No. 3, 296-303.
    • (1993) Geotechnical Testing Journal , vol.16 , Issue.3 , pp. 296-303
    • Bathurst, R.J.1    Karparapu, R.2
  • 11
    • 50149114499 scopus 로고    scopus 로고
    • Design of geosynthetic-reinforced platforms spanning localized sinkholes
    • Briancon, L. & Villard, P. (2008). Design of geosynthetic-reinforced platforms spanning localized sinkholes. Geotextiles and Geomembranes,. 26,. No. 5, 416-428.
    • (2008) Geotextiles and Geomembranes , vol.26 , Issue.5 , pp. 416-428
    • Briancon, L.1    Villard, P.2
  • 14
    • 69849107157 scopus 로고    scopus 로고
    • Experimental and analytical studies of reinforced crushed limestone
    • Chen, Q., Abu-Farsakh, M. & Sharma, R. (2009). Experimental and analytical studies of reinforced crushed limestone. Geotextiles and Geomembranes,. 27,. No. 5, 321-408.
    • (2009) Geotextiles and Geomembranes , vol.27 , Issue.5 , pp. 321-408
    • Chen, Q.1    Abu-Farsakh, M.2    Sharma, R.3
  • 15
    • 77952291477 scopus 로고    scopus 로고
    • Laboratory investigation of bearing capacity behaviour of strip footing on reinforced flyash slope
    • Choudhary, A. K., Jha, J. N. & Gill, K. S. (2010). Laboratory investigation of bearing capacity behaviour of strip footing on reinforced flyash slope. Geotextiles and Geomembranes,. 28,. No. 4, 317-408.
    • (2010) Geotextiles and Geomembranes , vol.28 , Issue.4 , pp. 317-408
    • Choudhary, A.K.1    Jha, J.N.2    Gill, K.S.3
  • 16
    • 0028668957 scopus 로고
    • Foundation on layered soil with geogrid reinforcement effect of a void
    • Das, B. M. & Khing, K. H. (1994). Foundation on layered soil with geogrid reinforcement effect of a void. Geotextiles and Geomembranes,. 13,. No. 8, 545-553.
    • (1994) Geotextiles and Geomembranes , vol.13 , Issue.8 , pp. 545-553
    • Das, B.M.1    Khing, K.H.2
  • 17
    • 0035340159 scopus 로고    scopus 로고
    • Bearing capacity of strip footings supported on geocell-reinforced sand
    • Dash, S. K., Krishnaswamy, N. R. & Rajagopal, K. (2001). Bearing capacity of strip footings supported on geocell-reinforced sand. Geotextiles and Geomembranes,. 19,. No. 4, 235-256.
    • (2001) Geotextiles and Geomembranes , vol.19 , Issue.4 , pp. 235-256
    • Dash, S.K.1    Krishnaswamy, N.R.2    Rajagopal, K.3
  • 18
    • 0142229460 scopus 로고    scopus 로고
    • Model studies on circular footing supported on geocell reinforced sand underlain by soft clay
    • Dash, S. K., Sireesh, S. & Sitharam, T. G. (2003). Model studies on circular footing supported on geocell reinforced sand underlain by soft clay. Geotextiles and Geomembranes,. 21,. No. 4, 197-219.
    • (2003) Geotextiles and Geomembranes , vol.21 , Issue.4 , pp. 197-219
    • Dash, S.K.1    Sireesh, S.2    Sitharam, T.G.3
  • 19
    • 31744437383 scopus 로고    scopus 로고
    • Performance of different geosynthetic reinforcement materials in sand foundations
    • Dash, S. K., Rajagopal, K. & Krishnaswamy, N. R. (2004). Performance of different geosynthetic reinforcement materials in sand foundations. Geosynthetics International,. 11,. No. 1, 35-42.
    • (2004) Geosynthetics International , vol.11 , Issue.1 , pp. 35-42
    • Dash, S.K.1    Rajagopal, K.2    Krishnaswamy, N.R.3
  • 20
    • 31744452116 scopus 로고    scopus 로고
    • Settlement response of a multi layer geosynthetic-reinforced granular fill-soft soil system
    • Deb, K., Chandra, S. & Basudhar, P. K. (2005). Settlement response of a multi layer geosynthetic-reinforced granular fill-soft soil system. Geosynthetics International,. 12,. No. 6, 288-298.
    • (2005) Geosynthetics International , vol.12 , Issue.6 , pp. 288-298
    • Deb, K.1    Chandra, S.2    Basudhar, P.K.3
  • 21
    • 0036611631 scopus 로고    scopus 로고
    • Plate load tests on geogrid-reinforced expanded shale lightweight aggregate
    • DeMerchant, M. R., Valsangkar, A. J. & Schriver, A. B. (2002). Plate load tests on geogrid-reinforced expanded shale lightweight aggregate. Geotextiles and Geomembranes,. 20,. No. 3, 173-190.
    • (2002) Geotextiles and Geomembranes , vol.20 , Issue.3 , pp. 173-190
    • DeMerchant, M.R.1    Valsangkar, A.J.2    Schriver, A.B.3
  • 22
    • 33846529986 scopus 로고    scopus 로고
    • Behaviour of strip footing on geogridreinforced sand over a soft clay slope
    • El Sawwaf, M. A. (2007). Behaviour of strip footing on geogridreinforced sand over a soft clay slope. Geotextiles and Geomembranes,. 25,. No. 1, 50-60.
    • (2007) Geotextiles and Geomembranes , vol.25 , Issue.1 , pp. 50-60
    • El Sawwaf, M.A.1
  • 23
    • 27844602987 scopus 로고    scopus 로고
    • Experimental design, instrumentation and interpretation of reinforced soil wall response using a shaking table
    • El-Emam, M. & Bathurst, R. J. (2004). Experimental design, instrumentation and interpretation of reinforced soil wall response using a shaking table. International Journal of Physical Modelling in Geotechnics,. 4,. No. 4, 13-32.
    • (2004) International Journal of Physical Modelling in Geotechnics , vol.4 , Issue.4 , pp. 13-32
    • El-Emam, M.1    Bathurst, R.J.2
  • 24
    • 33846584681 scopus 로고    scopus 로고
    • Influence of reinforcement parameters on the seismic response reduced-scale reinforced soil retaining walls
    • El-Emam, M. & Bathurst, R. J. (2007). Influence of reinforcement parameters on the seismic response reduced-scale reinforced soil retaining walls. Geotextiles and Geomembranes,. 25,. No. 3, 33-49.
    • (2007) Geotextiles and Geomembranes , vol.25 , Issue.3 , pp. 33-49
    • El-Emam, M.1    Bathurst, R.J.2
  • 25
    • 0142193760 scopus 로고    scopus 로고
    • Discussion on bearing capacity of rectangular footings on geogrid reinforced sand, by Yetimoglu, t., Wu, j. T. H. and Saglamer, A., 1994
    • Fakher, A. & Jones, C. J. F. P. (1996). Discussion on bearing capacity of rectangular footings on geogrid reinforced sand, by Yetimoglu, t., Wu, j. T. H. and Saglamer, A., 1994. Journal of Geotechnical Engineering, ASCE,. 122,. No. 4, 326-327.
    • (1996) Journal of Geotechnical Engineering, ASCE , vol.122 , Issue.4 , pp. 326-327
    • Fakher, A.1    Jones, C.J.F.P.2
  • 26
    • 13444283327 scopus 로고    scopus 로고
    • Bearing capacity of square footing on pond ash reinforced with jute-geotextile
    • Ghosh, A., Ghosh, A. & Bera, A. K. (2005). Bearing capacity of square footing on pond ash reinforced with jute-geotextile. Geotextiles and Geomembranes,. 23,. No. 2, 144-173.
    • (2005) Geotextiles and Geomembranes , vol.23 , Issue.2 , pp. 144-173
    • Ghosh, A.1    Ghosh, A.2    Bera, A.K.3
  • 29
    • 0024621354 scopus 로고
    • Similitude for shaking table tests on soil-structure fluid models in 1-g gravitational field
    • Iai, S. (1989). Similitude for shaking table tests on soil-structure fluid models in 1-g gravitational field. Soils and Foundations,. 29,. No. 1, 105-118.
    • (1989) Soils and Foundations , vol.29 , Issue.1 , pp. 105-118
    • Iai, S.1
  • 31
    • 34249944408 scopus 로고    scopus 로고
    • Numerical studies of ring foundations on geogrid-reinforced sand
    • Laman, M. & Yildiz, A. (2007). Numerical studies of ring foundations on geogrid-reinforced sand. Geosynthetics International,. 14,. No. 2, 52-64.
    • (2007) Geosynthetics International , vol.14 , Issue.2 , pp. 52-64
    • Laman, M.1    Yildiz, A.2
  • 34
    • 75949124823 scopus 로고    scopus 로고
    • Behaviour of prestressed geotextile-reinforced sand bed supporting a loaded circular footing
    • Lovisa, J., Kumar Shukla, S. & Sivakugan, N. (2010). Behaviour of prestressed geotextile-reinforced sand bed supporting a loaded circular footing. Geotextiles and Geomembranes,. 28,. No. 1, 23-32.
    • (2010) Geotextiles and Geomembranes , vol.28 , Issue.1 , pp. 23-32
    • Lovisa, J.1    Kumar Shukla, S.2    Sivakugan, N.3
  • 35
    • 67349269549 scopus 로고    scopus 로고
    • Bearing capacity of square footings on geosynthetic reinforced sand
    • Madhavi Latha, G. & Somwanshi, A. (2009a). Bearing capacity of square footings on geosynthetic reinforced sand. Geotextiles and Geomembranes,. 27,. No. 4, 241-320.
    • (2009) Geotextiles and Geomembranes , vol.27 , Issue.4 , pp. 241-320
    • Madhavi Latha, G.1    Somwanshi, A.2
  • 36
    • 70449129493 scopus 로고    scopus 로고
    • Effect of reinforcement form on the bearing capacity of square footings on sand
    • Madhavi Latha, G. & Somwanshi, A. (2009b). Effect of reinforcement form on the bearing capacity of square footings on sand. Geotextiles and Geomembranes,. 27,. No. 6, 409-518.
    • (2009) Geotextiles and Geomembranes , vol.27 , Issue.6 , pp. 409-518
    • Madhavi Latha, G.1    Somwanshi, A.2
  • 38
    • 76149101239 scopus 로고    scopus 로고
    • Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcement
    • Moghaddas Tafreshi, S. N. & Dawson, A. R. (2010a). Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcement. Geotextiles and Geomembranes,. 28,. No. 1, 72-84.
    • (2010) Geotextiles and Geomembranes , vol.28 , Issue.1 , pp. 72-84
    • Moghaddas Tafreshi, S.N.1    Dawson, A.R.2
  • 39
    • 77956184667 scopus 로고    scopus 로고
    • Behaviour of footings on reinforced sand subjected to repeated loading-comparing use of 3D and planar geotextile
    • Moghaddas Tafreshi, S. N. & Dawson, A. R. (2010b). Behaviour of footings on reinforced sand subjected to repeated loading-comparing use of 3D and planar geotextile. Geotextiles and Geomembranes,. 28,. No. 5, 434-447.
    • (2010) Geotextiles and Geomembranes , vol.28 , Issue.5 , pp. 434-447
    • Moghaddas Tafreshi, S.N.1    Dawson, A.R.2
  • 40
    • 39749142177 scopus 로고    scopus 로고
    • Laboratory tests of small-diameter HPDE pipes buried in reinforced sand under repeated load
    • Moghaddas Tafreshi, S. N. & Khalaj, O. (2008). Laboratory tests of small-diameter HPDE pipes buried in reinforced sand under repeated load. Geotextiles and Geomembranes,. 26,. No. 2, 145-163.
    • (2008) Geotextiles and Geomembranes , vol.26 , Issue.2 , pp. 145-163
    • Moghaddas Tafreshi, S.N.1    Khalaj, O.2
  • 41
    • 20544460822 scopus 로고    scopus 로고
    • Bearing capacity of embedded strip foundation on geogrid reinforced sand
    • Patra, C. R., Das, B. M. & Atalar, C. (2005). Bearing capacity of embedded strip foundation on geogrid reinforced sand. Geotextiles and Geomembranes,. 23,. No. 5, 454-462.
    • (2005) Geotextiles and Geomembranes , vol.23 , Issue.5 , pp. 454-462
    • Patra, C.R.1    Das, B.M.2    Atalar, C.3
  • 42
    • 33745232370 scopus 로고    scopus 로고
    • Eccentrically loaded strip foundation on geogrid-reinforced sand
    • Patra, C. R., Das, B. M., Bohi, M. & Shin, E. C. (2006). Eccentrically loaded strip foundation on geogrid-reinforced sand. Geotextiles and Geomembranes,. 24,. No. 4, 254-259.
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.4 , pp. 254-259
    • Patra, C.R.1    Das, B.M.2    Bohi, M.3    Shin, E.C.4
  • 43
    • 78249241166 scopus 로고    scopus 로고
    • Investigation of factors influencing behavior of single geocell-reinforced bases under static loading
    • Pokharel, S. K., Han, J., Leshchinsky, D., Parsons, R. L. & Halahmi, I. (2010). Investigation of factors influencing behavior of single geocell-reinforced bases under static loading. Geotextiles and Geomembranes,. 28,. No. 6, 491-596.
    • (2010) Geotextiles and Geomembranes , vol.28 , Issue.6 , pp. 491-596
    • Pokharel, S.K.1    Han, J.2    Leshchinsky, D.3    Parsons, R.L.4    Halahmi, I.5
  • 44
    • 67349153676 scopus 로고    scopus 로고
    • Ultimate loads for eccentrically loaded model shallow strip footings on geotextile-reinforced sand
    • Sadoglu, E., Cure, E., Moroglu, B. & Ali Uzuner, B. (2009). Ultimate loads for eccentrically loaded model shallow strip footings on geotextile-reinforced sand. Geotextiles and Geomembranes,. 27,. No. 3, 167-240.
    • (2009) Geotextiles and Geomembranes , vol.27 , Issue.3 , pp. 167-240
    • Sadoglu, E.1    Cure, E.2    Moroglu, B.3    Ali Uzuner, B.4
  • 45
  • 46
    • 0034091227 scopus 로고    scopus 로고
    • Experimental study of bearing capacity of a strip foundation on geogrid-reinforced sand
    • Shin, E. C. & Das, B. M. (2000). Experimental study of bearing capacity of a strip foundation on geogrid-reinforced sand. Geosynthetics International,. 7,. No. 1, 59-71.
    • (2000) Geosynthetics International , vol.7 , Issue.1 , pp. 59-71
    • Shin, E.C.1    Das, B.M.2
  • 48
    • 77956250249 scopus 로고    scopus 로고
    • A general expression for geosynthetic strain due to deflection
    • Shukla, S. K. & Sivakugan, N. (2009). A general expression for geosynthetic strain due to deflection. Geosynthetics International,. 16,. No. 5, 402-407.
    • (2009) Geosynthetics International , vol.16 , Issue.5 , pp. 402-407
    • Shukla, S.K.1    Sivakugan, N.2
  • 49
    • 60449105287 scopus 로고    scopus 로고
    • Bearing capacity of circular footing on geocell-sand mattress overlying clay bed with void
    • Sireesh, S., Sitharam, T. G. & Dash, S. K. (2009). Bearing capacity of circular footing on geocell-sand mattress overlying clay bed with void. Geotextiles and Geomembranes,. 27,. No. 9, 89-98.
    • (2009) Geotextiles and Geomembranes , vol.27 , Issue.9 , pp. 89-98
    • Sireesh, S.1    Sitharam, T.G.2    Dash, S.K.3
  • 51
    • 0023347445 scopus 로고
    • Collapse load of strip footing above circular void
    • Wang, M. C. & Hsieh, C. W. (1987). Collapse load of strip footing above circular void. Journal of Geotechnical Engineering,. 113,. No. 5, 511-515.
    • (1987) Journal of Geotechnical Engineering , vol.113 , Issue.5 , pp. 511-515
    • Wang, M.C.1    Hsieh, C.W.2
  • 52
    • 0024860202 scopus 로고
    • Effect of void on footing behavior under eccentric and inclined loads
    • Wang, M. C., Yoo, C. S. & Hsieh, C. W. (1989). Effect of void on footing behavior under eccentric and inclined loads. Foundation Engineering Journal, ASCE,. 2,. No. 22, 1226-1239.
    • (1989) Foundation Engineering Journal, ASCE , vol.2 , Issue.22 , pp. 1226-1239
    • Wang, M.C.1    Yoo, C.S.2    Hsieh, C.W.3
  • 53
    • 0030072169 scopus 로고    scopus 로고
    • Stability of geosyntheticreinforced soil above a cavity
    • Wang, M. C., Feng, Y. X. & Jao, M. (1996). Stability of geosyntheticreinforced soil above a cavity. Geotextiles and Geomembranes,. 14,. No. 2, 95-109.
    • (1996) Geotextiles and Geomembranes , vol.14 , Issue.2 , pp. 95-109
    • Wang, M.C.1    Feng, Y.X.2    Jao, M.3
  • 56
    • 31744444531 scopus 로고    scopus 로고
    • Model studies of ring foundations on geogrid-reinforced sand
    • Yildiz, A. & Laman, M. (2003). Model studies of ring foundations on geogrid-reinforced sand. Geosynthetics International,. 10,. No. 5, 142-152.
    • (2003) Geosynthetics International , vol.10 , Issue.5 , pp. 142-152
    • Yildiz, A.1    Laman, M.2
  • 57
    • 3142690512 scopus 로고    scopus 로고
    • Bearing capacity and settlement of tire-reinforced sands
    • Yoon, Y. W., Cheon, S. H. & Kang, D. S. (2004). Bearing capacity and settlement of tire-reinforced sands. Geotextiles and Geomembranes,. 22,. No. 5, 439-453.
    • (2004) Geotextiles and Geomembranes , vol.22 , Issue.5 , pp. 439-453
    • Yoon, Y.W.1    Cheon, S.H.2    Kang, D.S.3
  • 58
    • 42949133756 scopus 로고    scopus 로고
    • Model studies on geogrid-or geocellreinforced sand cushion on soft soil
    • Zhou, H. & Wen, X. (2008). Model studies on geogrid-or geocellreinforced sand cushion on soft soil. Geotextiles and Geomembranes,. 26,. No. 3, 205-290.
    • (2008) Geotextiles and Geomembranes , vol.26 , Issue.3 , pp. 205-290
    • Zhou, H.1    Wen, X.2


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