Abstract
This chapter provides an understanding of the performance of the geocell-reinforced sand foundations having clay subgrades of varying strengths. Model tests were conducted on a rigid circular model footing of 150 mm diameter (D) resting on foundation beds of different configurations prepared in a steel tank having dimensions of 1 m × 1 m × 1 m. Different foundation configurations were considered by varying thickness of reinforced and unreinforced sand layers overlying a wide range of subsoil strengths, from very soft to stiff clay, varying the undrained shear strengths (cu) from 7 to 60 kPa. The results are presented in terms of bearing pressure and surface deformations responses at different loading stages. The results are further analyzed in terms of foundation reaction modulus, improvement factors, and percentage reduction in settlement. The outcomes of the study indicate that the geocell-induced improvement in the foundation performance is significantly influenced by the subgrade strength. For lower subgrade strength soil, the degree of improvement is highest, and it is decreased nonlinearly with increase in subgrade strength.
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References
Akinmusuru JO, Akinbolade JA (1981) Stability of loaded footings on reinforced soil. J Geotech Eng Div, ASCE 107(6):819–827
Bathurst RJ, Rajagopal K (1993) Large scale triaxial compression testing of geocell reinforced granular soil. Geotech Test J, GTJODJ 16(3):296–303
Binquet J, Lee KL (1975) Bearing capacity tests on reinforced earth slabs. J Geotech Eng Div, ASCE 101(12):1241–1255
Biswas A, Krishna AM, Dash SK (2016) Behavior of geosynthetic reinforced soil foundation systems of different configurations over a stiff clay subgrade. Int J Geomech ASCE. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000559
Biswas A (2016) Influence of subsoil strength on performance of geosynthetic-reinforced foundations. Ph.D. Thesis, IIT Guwahati, India
Biswas A, Krishna AM (2017a) Behaviour of circular footing resting on layered foundation: sand overlying clay of varying strengths. Int J Geotech Eng. https://doi.org/10.1080/19386362.2017.1314242
Biswas A, Krishna AM (2017b) Geocell-reinforced foundation systems: a critical review. Int J Geosynthetics Gr Eng, Springer. https://doi.org/10.1007/s40891-017-0093-7
Biswas A, Dash SK, Krishna AM (2013) Parameters influencing the performance of geocell-reinforced foundation system: a brief review. In: Proceedings of Indian geotechnical conference, IIT Delhi, vol 1, pp 365–368
Biswas A, Ansari MA, Dash SK, Krishna AM (2015) Behavior of geogrid reinforced foundation systems supported on clay subgrades of different strengths. Int J Geosynthetics Gr Eng, Springer 1(3):1–10
Caroll RG, Curtis VC (1990) Geogrid connections. Geotext Geomembr 9(4–6):515–530
Dash SK, Sireesh S, Sitharam TG (2003) Behaviour of geocell reinforced sand beds under circular footing. Gr Improv 7(3):111–115
Fragaszy RJ, Lawton E (1984) Bearing capacity of reinforced sand subgrades. J Geotech Eng Div, ASCE 110(10):1500–1507
Khing KH, Das BM, Puri VK, Yen SC, Cook EE (1994) Foundation on strong sand underlain by weak clay with geogrid at the interface. Geotext Geomembr 13(3):199–206
Mandal JN, Sah HS (1992) Bearing capacity tests on geogrid-reinforced clay. Geotext Geomembr 11(3):327–333
Pokharel SK, Han J, Leshchinsky D, Parsons RL, Halahmi I (2010) Investigation of factors influencing behaviour of single geocell-reinforced bases under static loading. Geotext Geomembr 28(6):570–578
Rajagopal K, Krishnaswamy NR, Madhavi Latha G (1999) Behaviour of sand confined with single and multiple geocells. Geotext Geomembr 17(3):171–184
Simac MR (1990) Connections for geogrid systems. Geotext Geomembr 9(4):537–546
Sitharam GT, Sireesh S, Dash SK (2007) Performance of surface footing on geocell-reinforced soft clay beds. Geotech Geol Eng 25:509–524
Sitharam TG, Sireesh S (2004) Model studies of embedded circular footing on geogrid reinforced sand beds. Gr Improv 8(2):69–75
Webster SL, Watkins JE (1977) Investigation of construction techniques for tactical bridge approach roads across soft ground. Technical Report S-77-1, United State Army Corps of Engineers, Waterway Experiment Station, Mississippi, USA
Yang X, Han J, Parsons RL, Leshchinsky D (2010) Three-dimensional numerical modelling of single geocell-reinforced sand. Front Archit Civ Eng China 4(2):233–240
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Murali Krishna, A., Biswas, A., Prasath, S.B., Dash, S.K. (2020). Performance of Geocell-Reinforced Sand Foundations with Clay Subgrades of Varying Strength. In: Sitharam, T., Hegde, A., Kolathayar, S. (eds) Geocells. Springer Transactions in Civil and Environmental Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-15-6095-8_6
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