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2021 | OriginalPaper | Chapter

Granular Anchor Pile System for Resisting Uplift: A Review

Authors : Jerin Joseph, Shailendra Kumar, J. B. Patel, Yogendra Tandel

Published in: Proceedings of the Indian Geotechnical Conference 2019

Publisher: Springer Singapore

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Abstract

Granular anchor pile (GAP) system is a modified stone column in which the stone column is reinforced using an anchor rod with an anchor plate placed at the bottom. The anchor rod is embedded in the footing of the structure which rests on the stone column. This system prevents the uplift of the structure which may be caused by uplift forces like the presence of expansive soil below the footing, wind forces, or buoyant forces. This paper presents a review about the application of granular anchor piles, the conditions in which it can be used and the method of installation. A discussion on the parameters like length, diameter, soil type, and its strength which influences the uplift capacity of the granular anchor pile is also given.

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Tomlinson, M.J.: Pile design and construction practice. E & FN Spon (1994)

Phanikumar, B.R.: A study of swelling characteristics of and granular pile anchor foundation system in expansive soils, (1997)

Kumar, P.: Granular anchor pile system under Axial Pullout Loads, (2002)

Kumar, B.R.P., Rao, N.R.: Increasing pull-out capacity of granular pile anchors in expansive soils using base geosynthetics. Can. Geotech. J. 37, 870–881 (2011). https://doi.org/10.1139/t00-012CrossRef

Phanikumar, B.R.: Field behaviour of granular pile-anchors in expansive soils. 206, 199–206 (2008). https://doi.org/10.1680/grim.2008.161.4.199

Phanikumar, B.R.: Influence of geogrid reinforcement on pullout response of granular pile-anchors (GPAs) in expansive soils. Indian Geotech. J. 46, 437–444 (2016). https://doi.org/10.1007/s40098-016-0180-zCrossRef

Rao, A.S., Phanikumar, B.R., Babu, R.D., Suresh, K.: Pullout behavior of granular pile-anchors in expansive clay beds in situ. J. Geotech. Geoenvironmental Eng. 133, 531–538 (2007). https://doi.org/10.1061/(asce)1090-0241(2007)133:5(531)CrossRef

O’Kelly, B.C., Brinkgreve, R.B.J., Sivakumar, V.: Pullout resistance of granular anchors in clay for undrained condition. Soils Found. 54, 1145–1158 (2014). https://doi.org/10.1016/j.sandf.2014.11.009CrossRef

Sivakumar, V., Kelly, B.C.O., Madhav, M.R., Moorhead, C., Rankin, B.: Granular anchors under vertical loading—axial pull. 132, 123–132 (2013)

10.

Krishna, P.H., Murty, V.R., Vakula, J.: A field study on Heave reduction of Flooring panels resting on expansive soils using granular anchor piles and cushions. Int. J. Eng. Sci. ASCE. 2, 111–115 (2013)

11.

Rao, A.S., Phanikumar, B.R., Tech, K.S.M.: Response of granular pile-anchors under compression. 121–129 (2008). https://doi.org/10.1680/grim.2008.161.3.121

12.

Liu, K.: Compression/tension load capacity of stone column anchors. 165, 161–165 (2006)

13.

Singh, J., Mital, A., Arora, V.K.: Load displacement behaviour of granular anchor pile (GAP) and group piles under oblique pullout loads. Indian Geotech. J. 49, 100–107 (2019). https://doi.org/10.1007/s40098-018-0294-6CrossRef

14.

Ibrahim, S.F., Aljorany, A.N., Aladly, A.I.: Heave behavior of granular pile anchor-foundation system (GPA-foundation system) in expansive soil. J. Civ. Eng. Urban. 20, 1–22 (2014)

15.

Krishna, D.P.H.: Pull-Out capacity of granular anchor piles in expansive soils. IOSR J. Mech. Civ. Eng. 5, 24–31 (2013). https://doi.org/10.9790/1684-0512431CrossRef

16.

Muthukumar, M., Shukla, S.K.: Swelling behaviour of expansive clay beds reinforced with encased granular pile anchors. Int. J. Geotech. Eng. 12, 109–117 (2018). https://doi.org/10.1080/19386362.2016.1254991CrossRef

17.

Ismail, M.: Finite element modeling of innovative shallow foundation system for reactive soils. Int. J. Geomate. 1, 78–82 (2016). https://doi.org/10.21660/2011.1h

18.

Kranthikumar, A., Sawant, V.A., Shukla, S.K.: Numerical modeling of granular anchor pile system in loose sandy soil subjected to uplift loading. Int. J. Geosynth. Gr. Eng. 2, 1–7 (2016). https://doi.org/10.1007/s40891-016-0056-4CrossRef

19.

Kranthikumar, A., Sawant, V.A., Kumar, P., Shukla, S.K.: Numerical and experimental investigations of granular anchor piles in loose sandy soil subjected to uplift loading. Int. J. Geomech. 17, 4016059 (2016). https://doi.org/10.1061/(asce)gm.1943-5622.0000733CrossRef

20.

Abhishek, Sharma, R.K.: A numerical study of granular pile anchors subjected to uplift forces in expansive soils using PLAXIS 3D. Indian Geotech. J. (2018). https://doi.org/10.1007/s40098-018-0333-3

Title: Granular Anchor Pile System for Resisting Uplift: A Review
Authors: Jerin Joseph
Shailendra Kumar
J. B. Patel
Yogendra Tandel
Publisher: Springer Singapore
Book: Proceedings of the Indian Geotechnical Conference 2019
Print ISBN: 978-981-336-443-1

Electronic ISBN: 978-981-336-444-8

Copyright Year: 2021
DOI: https://doi.org/10.1007/978-981-33-6444-8_29

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