Abstract
This paper describes the behaviour of a square model footing resting on a geocell-reinforced sand bed subjected to static and repeated loads. The static load tests were conducted to investigate the performance improvement of reinforced soil in terms of bearing capacity and settlement. The repeated load tests were carried out with varying initial static pressures to simulate the structures wherein the live loads change slowly and repeatedly such as oil or water storage tanks do. The ultimate bearing capacity, effect of initial static pressure as well as the number of load cycles without and with the use of geocell reinforcement were the main parameters to be investigated in this study. The results showed that with the provision of geocell reinforcement, the bearing capacity of reinforced soil increased by 2.4 times as compared to unreinforced soil, and the settlement decreased by 68% at the measured settlement level, s/B = 10% (s = settlement of footing, B = width of footing). It has also been observed that the total settlement reduces by 56% in case of geocell-reinforced sand after the application of 20 load cycles. Further, the results show that the total settlement increases at a gradually decreasing rate with an increase in initial static pressure and the number of load cycles.
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References
Dash SK, Krishnaswamy NR, Rajagopal K (2001) Bearing capacity of strip footings supported on geocell reinforced sand. Geotext Geomembr 19:235–256
Dash SK, Rajagopal K, Krishnaswamy NR (2001) Bearing capacity of strip footings supported on geocell reinforced sand. Geotext Geomembr 19:529–538
Dash SK, Sireesh S, Sitharam TG (2003) Model studies on circular footing supported on geocell reinforced sand underlain by soft clay. Geotext Geomembr 21:197–219
Sitharam TG, Sireesh S, Dash SK (2005) Model studies of a circular footing supported on geocell-reinforced clay. Can Geotech J 42:693–703
Madhavi Latha G, Somwanshi A (2009) Effect of reinforcement form on the bearing capacity of square footing on sand. Geotext Geomembr 27:409–422
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
Hegde A, Sitharam TG (2013) Experimental and numerical studies on footings supported on geocell reinforced sand and clay beds. Int J Geotech Eng 7(4):346–354
Biswas A, Krishna AM, Dash SK (2016) Behavior of geosynthetic reinforced soil foundation systems supported on stiff clay subgrade. Int J Geomech 16(5):04016007
Kargar M, Hosseini SMM (2017) Effect of reinforcement geometry on the performance of a reduced-scale strip footing model supported on geocell reinforced sand. Scientia Iranica 24(1):96–109
Oliaei M, Kouzegaran S (2017) Efficiency of cellular geosynthetics for foundation reinforcement. Geotext Geomembr 45(2):11–22
Doley C, Das UKr, Shukla SKr (2019) Effect of cell height and infill density on the performance of geocell-reinforced beds of Brahmaputra river sand. In: Kanwar VS, Shukla SK (eds) Sustainable civil engineering practices, select proceedings of ICSCEP 2019, pp 173–183
Dash SK, Rajagopal K, Krishnaswamy NR (2007) Behaviour of geocell-reinforced sand beds under strip loading. Can Geotech J 44:2007
Zhang L, Zhao M, Shi C, Zhao H (2010) Bearing capacity of geocell reinforcement in embankment engineering. Geotext Geomembr 28:475–482
Moghaddas Tafreshi SN, Dawson AR (2010) Behavior of footings on reinforced sand subjected to repeated loading comparing use of 3D and planar geotextile. Geotext Geomembr 28:434–447
Moghaddas Tafreshi SN, Dawson AR (2012) A comparison of static and cyclic loading responses of foundations on geocell-reinforced sand. Geotext Geomembr 32:55–68
Thakur JK, Han J, Pokharel SK, Parsons RL (2012) Performance of geocell-reinforced recycled asphalt pavement (RAP) bases over weak subgrade under cyclic plate loading. Geotext Geomembr 35(6):14–24
Leshchinsky BA (2012) Enhancing ballast performance using geocell confinement. PhD Thesis, Columbia University, Columbia
Indraratna B, Biabani MM, Nimbalkar S (2014) Behavior of geocell-reinforced subballast subjected to cyclic loading in plane-strain condition. J Geotech Geoenviron Eng 141(1):1–16
Moghaddas Tafreshi SN, Khalaj O, Dawson AR (2014) Repeated loading of soil containing granulated rubber and multiple geocell layers. Geotext Geomembr 42:25–38
Suku L, Prabhu SS, Ramesh P, Babu SGL (2016) Behavior of geocell-reinforced granular base under repeated loading. Transport Geotech 9:17–30
Nair AM, Latha GM (2016) Repeated load tests on geosynthetic reinforced unpaved road sections. Geomech Geoeng Int J 11(2):95–103
Pokharela SK, Han J, Leshchinsky D, Parsons RL (2018) Experimental evaluation of geocell-reinforced bases under repeated loading. Int J Pavement Res Technol 11(2):114–127
Chummar AV (1972) Bearing capacity theory from experimental results. J Soil Mech Found Div Proc ASCE 98(SM2):1311–1324
ASTM D854 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM International, West Conshohocken
ASTM D4253 (2006) Standard test method for maximum index density and unit weight of soils and calculation of relative density, vol 04.08. ASTM International, West Conshohocken
ASTM D4254 (2006) Standard test method for minimum index density and unit weight of soils and calculation of relative density, vol 04.08. ASTM International, West Conshohocken
ASTM D6913 (2017) Standard test method for particle size distribution (gradation) of soils using sieve analysis, vol 04.09. ASTM International, West Conshohocken
IS: 2720 (Part 13) -1986, Methods of Test for Soils, Direct shear tests, Bureau of Indian Standards, New Delhi (Reaffirmed 2002)
ASTM D2487 (2017) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System), vol 04.08. ASTM International, West Conshohocken
ASTM D4595 (2017) Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM International, West Conshohocken
IS: 1888–1982, Methods of Load Test on Soils, Bureau of Indian Standards, New Delhi (Reaffirmed 2002).
Cerato AB, Lutenegger AJ (2007) Scale effects of shallow foundation bearing capacity on granular material. J Geotech Geoenviron Eng ASCE 133(10):1192–1202
Boiko IL, Alhassan M (2013) Effect of vertical cross-sectional shape of foundation on settlement and bearing capacity of soils. In: Procedia Engineering 2013: 11th international conference on modern building materials, structures and techniques, vol 57, pp 207–212
Zhou H, Wen X (2008) Model studies on geogrid- or geocell-reinforced sand cushion on soft soil. Geotext Geomembr 26:231–238
Amjad Raja MN, Shukla SK (2021) Experimental study on repeatedly loaded foundation soil strengthened by wraparound geosynthetic reinforcement technique. J Rock Mech Geotech Eng 13:899–911
Mehrjardi GT, Behrada R, Moghaddas Tafreshib SN (2019) Scale effect on the behavior of geocell-reinforced soil. Geotext Geomembr 47(2):154–163
Shadmand A, Ghazavi M, Ganjian N (2018) Scale effect of footings on geocell reinforced sand using large-scale tests. Civ Eng J 4(3):497–508
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The authors wish to acknowledge AICTE, India, for the financial support of this research work.
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Doley, C., Das, U.K. & Shukla, S.K. Response of Square Footing on Geocell-Reinforced Sand Bed Under Static and Repeated Loads. Int. J. of Geosynth. and Ground Eng. 7, 90 (2021). https://doi.org/10.1007/s40891-021-00336-0
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DOI: https://doi.org/10.1007/s40891-021-00336-0