Abstract
Incorporation of three-dimensional geocell is a soil reinforcement technique which is extensively used today and has proved to be reliable due to its confining capability which increases the load-carrying capacity of the soil. The concern over the deterioration of soil and the escalating costs of the presently used synthetic geocells has steered the need for a natural replacement. This research provides a précis of the sand bed being reinforced with jute geocell, developed with jute geotextile and its effectiveness evaluated through model plate load tests in the laboratory using a square footing. The parameters administering the performance, such as the depth of sand cushion above geocell (u), width of geocell (b), and height of geocell (h) with respect to the width of the footing (B) are varied to realize the optimum of the ratios. The results obtained from the test conducted to optimize the ratios are scrutinized to study the improvement in bearing capacity of soil. The bearing pressure of the jute geocell-reinforced soil at 10% settlement is 3.5 times higher than that of the unreinforced soil. The inherent properties of natural fibres like jute can meet the requirement of synthetic geocells and their eco-compatibility make them to rule over existing geocells. According to the procured results and discussion through the study, it is proven that jute geocells could very well be an alternative for reinforcing the soil.
Similar content being viewed by others
References
Yetimoglu T, Salbas O (2003) A study on shear strength of sands reinforced with randomly distributed discrete fibers. Geotext Geomembr 21(2):103–110
Tang C, Shi B, Gao W, Chen F, Cai Y (2007) Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotext Geomembr 25(3):194–202
Hamidi A, Hooresfand M (2013) Effect of fiber reinforcement on triaxial shear behavior of cement treated sand. Geotext Geomembr 36:1–9
Akbulut S, Arasan S, Kalkan E (2007) Modification of clayey soils using scrap tire rubber and synthetic fibers. Appl Clay Sci 38(1–2):23–32
Attom MF, Al-Akhras NM, Malkawi AI (2009) Effect of fibres on the mechanical properties of clayey soil. Proc Inst Civ Eng-Geotech Eng 162(5):277–282
Prabakar J, Sridhar RS (2002) Effect of random inclusion of sisal fibre on strength behaviour of soil. Constr Build Mater 16(2):123–131
Tran KQ, Satomi T, Takahashi H (2018) Effect of iste cornsilk fiber reinforcement on mechanical properties of soft soils. Transp Geotech 16:76–84
Sharma V, Vinayak H, Marwaha B (2015) Enhancing compressive strength of soil using natural fibers. Constr Build Mater 93:943–949
Dutta RK, Gayathri V (2012) Effect of addition of treated coir fibres on the compression behaviour of clay. Jordan J Civ Eng 6(4):476–488
Herrera-Franco PJ, Valadez-Gonzalez A (2004) Mechanical properties of continuous natural fibre-reinforced polymer composites. Compos Part A Appl Sci Manuf 35(3):339–345
Ghavami K, Toledo Filho RD, Barbosa NP (1999) Behaviour of composite soil reinforced with natural fibres. Cem Concr Compos 21(1):39–48
Haeri SM, Noorzad R, Oskoorouchi AM (2000) Effect of geotextile reinforcement on the mechanical behavior of sand. Geotext Geomembr 18(6):385–402
Omar MT, Das BM, Yen SC, Puri VK, Cook EE (1993) Ultimate bearing capacity of rectangular foundations on geogrid-reinforced sand. Geotech Test J 16(2):246–252
Lal D, Sankar N, Chandrakaran S (2017) Effect of reinforcement form on the behaviour of coir geotextile reinforced sand beds. Soils Found 57(2):227–236
Latha GM, Somwanshi A (2009) Effect of reinforcement form on the bearing capacity of square footings on sand. Geotext Geomembr 27(6):409–422
Latha GM, Murthy VS (2007) Effects of reinforcement form on the behaviour of geosynthetic reinforced sand. Geotext Geomembr 25(1):3–32
Makkar FM, Chandrakaran S, Sankar N (2019) Performance of 3-D geogrid-reinforced sand under direct shear mode. Int J Geotech Eng 13:227–235. https://doi.org/10.1080/19386362.2017.1336297
Das BM, Omar MT (1994) The effects of foundation width on model tests for the bearing capacity of sand with geogrid reinforcement. Geotech Geol Eng 12(2):133–141
Patra CR, Das BM, Atalar C (2005) Bearing capacity of embedded strip foundation on geogrid-reinforced sand. Geotext Geomembr 23(5):454–462
Kazimierowicz-Frankowska K (2007) Influence of geosynthetic reinforcement on the load-settlement characteristics of two-layer subgrade. Geotext Geomembr 25(6):366–376
Wang JQ, Zhang LL, Xue JF, Tang Y (2018) Load-settlement response of shallow square footings on geogrid-reinforced sand under cyclic loading. Geotext Geomembr 46(5):586–596
Ouria A, Mahmoudi A (2018) Laboratory and numerical modeling of strip footing on geotextile-reinforced sand with cement-treated interface. Geotext Geomembr 46(1):29–39
Shukla SK (2017) Fundamentals of fibre-reinforced soil engineering. Springer, Berlin
Ghosh A, Ghosh A, Bera AK (2005) Bearing capacity of square footing on pond ash reinforced with jute-geotextile. Geotext Geomembr 23(2):144–173
Vinod P, Bhaskar AB, Sreehari S (2009) Behaviour of a square model footing on loose sand reinforced with braided coir rope. Geotext Geomembr 27(6):464–474
Bera AK, Chandra SN, Ghosh A, Ghosh A (2009) Geotextiles and Geomembranes Unconfined compressive strength of fly ash reinforced with jute geotextiles. Geotext Geomembr 27(5):391–398
Saha P, Roy D, Manna S, Adhikari B, Sen R, Roy S (2012) Durability of transesterified jute geotextiles. Geotext Geomembr 35:69–75
Sumi S, Unnikrishnan N, Mathew L (2018) Durability studies of surface-modified coir geotextiles. Geotext Geomembr 46(6):699–706
Demir A, Laman M, Yildiz A, Ornek M (2013) Large scale field tests on geogrid-reinforced granular fill underlain by clay soil. Geotext Geomembr 38:1–15
Pincus H, Bathurst R, Karpurapu R (1993) Large-scale triaxial compression testing of geocell-reinforced granular soils. Geotech Test J 16(3):296
Mehrjardi GT, Motarjemi F (2018) Interfacial properties of geocell-reinforced granular soils. Geotext Geomembr 46(4):384–395
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
Han J, Yang X, Leshchinsky D, Parsons R (2007) Behavior of geocell-reinforced sand under a vertical load. Transp Res Rec J Transp Res Board 2045(1):95–101
Shin EC, Kang HH, Kang JK, Shin HS (2010) Effect of geocell shape and filling material characteristics on bearing capacity geocell reinforced soils. Jpn Geotech Soc Spec Publ 2(66):2244–2247
Kolathayar S, Suja P, Nair V, Krishna S, Tamilarasi G (2019) Performance evaluation of seashell and sand as infill materials in HDPE and coir geocells. Innov Infrastruct Solut 4(1):17
Wang YM, Chen YK, Liu W (2008) Large-scale direct shear testing of geocell reinforced soil. J Cent South Univ Technol 15(6):895
Zhou H, Wen X (2008) Model studies on geogrid- or geocell-reinforced sand cushion on soft soil. Geotext Geomembr 26(3):231–238
Tafreshi SM, Dawson AR (2010) Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcement. Geotext Geomembr 28(1):72–84
Lal D, Sankar N, Chandrakaran S (2019) Triaxial test on saturated sands reinforced with coir products. Int J Geotech Eng 13(3):270–276
Hegde A, Sitharam TG (2014) Use of bamboo in soft-ground engineering and its performance comparison with geosynthetics: experimental studies. J Mater Civ Eng 27(9):04014256
Lal D, Sankar N, Chandrakaran S (2017) Behaviour of square footing on sand reinforced with coir geocell. Arabian J Geosci 10(15):345
Dash SK, Krishnaswamy NR, Rajagopal K (2001) Bearing capacity of strip footings supported on geocell-reinforced sand. Geotext Geomembr 19(4):235–256
Hegde A, Sitharam TG (2015) Experimental and analytical studies on soft clay beds reinforced with bamboo cells and geocells. Int J Geosynth Gr Eng. https://doi.org/10.1007/s40891-015-0015-5
Krishnaswamy NR, Rajagopal K, Latha GM (2000) Model studies on geocell supported embankments constructed over a soft clay foundation. Geotech Test J 23(1):45–54
Sitharam T, Sireesh S (2005) Behavior of embedded footings supported on geogrid cell reinforced foundation beds. Geotech Test J 28(5):12751
Hegde AM, Sitharam TG (2015) Effect of infill materials on the performance of geocell reinforced soft clay beds. Geomech Geoengin 10:163–173. https://doi.org/10.1080/17486025.2014.921334
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Muthukumar, S., Sakthivelu, A., Shanmugasundaram, K. et al. Performance Assessment of Square Footing on Jute Geocell-Reinforced Sand. Int. J. of Geosynth. and Ground Eng. 5, 25 (2019). https://doi.org/10.1007/s40891-019-0176-8
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s40891-019-0176-8