Abstract

Geocells are three-dimensional polymeric hexagonal pockets that provide lateral confinement to the soil, thereby increasing the bearing capacity of the soil bed. This paper briefly reviews past studies on geocell reinforcement of soil and presents a new product, cells made out of natural coir fiber, as an alternative to commercially available high-density polyethylene (HDPE) geocells. A series of model plate load tests were conducted on unreinforced soil and on soil reinforced with coir geocells to understand the soil reinforcement mechanism. It was observed that with the introduction of coir geocells, the load-bearing capacity of the soil bed increased up to three times and a significant reduction in the settlement was observed in the underlying weak soil bed. The study also presents a comparative performance evaluation of the natural coir cell-reinforced soil with conventional HDPE geocell-reinforced soil. Further, this paper analytically demonstrates the influence of the lateral resistance effect and vertical load dispersion effect incorporated by coir cells in strengthening the soil bed.

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Acknowledgments

Authors thank the Editor, Associate Editor and anonymous reviewers for their critical comments and valuable insights which helped improve the manuscript significantly.

Notation

The following symbols are used in this paper:
P
applied vertical pressure on geocell;
PHDPE
bearing pressure in HDPE geocell-reinforced soil bed;
Pcoir
bearing pressure in coir geocell-reinforced soil bed;
S
settlement of footing in meters;
S/B
ratio of settlement and the width of the footing;
Τ
shear strength between the inner surface of coir cell wall and infill soil;
ΔP1
lateral dispersion component;
ΔP2
vertical stress dispersion effect component;
δ
angle of shearing resistance between the coir geocell wall and the soil contained; and
ϕ
friction angle of the sand used to fill the cell pockets.

References

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 8August 2020

History

Received: Apr 11, 2019
Accepted: Jan 16, 2020
Published online: May 20, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 20, 2020

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Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Karnataka, Surathkal 575025, India (corresponding author). ORCID: https://orcid.org/0000-0003-1747-9284. Email: [email protected]; [email protected]
Masters Student, Institute of Transport Studies, Univ. of Leeds, Leeds LS29JT, UK. ORCID: https://orcid.org/0000-0002-9508-3018. Email: [email protected]
Rizfana Kamaludeen [email protected]
Graduate Student, Department of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, IL 61820. Email: [email protected]; [email protected]
Thallak Gundurao Sitharam, F.ASCE [email protected]
Director, IIT Guwahati & Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 781039, India. Email: [email protected]

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