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Journal of Environmental Nanotechnology

(A Quarterly Peer-reviewed and Refereed International Journal)
ISSN(Print):2279-07 48; ISSN(Online):2319-5541
CODEN:JENOE2

Numerical Study of Sheet Pile Walls to Facilitate Rural Construction

Abstract

Many rural structures require initial protection of construction area from waterbodieslike construction of;embankmentsto hold flood water,civil facilities near lakes or ponds, and culverts passing from catchment areas etc.Sheet pile walls is the well-known temporary structure used to facilitate the construction of water front structures in different water bodies like ponds, lakes and rivers etc. This paper is intended to formulate a simple method to study Influences of ground water variation, embedment depth and type of soil on the pressure distribution and maximum bending moment in a sheet pile wall.Depth of embedment below dredge level was first determined from commonly used classical method. Later on, Location of maximum bending moment, allowable lateral displacement and stress distribution etc were obtained from numerical analysis using PLAXIS finite element modeling. The results are presented in terms of the wall deformations and bending moments. The obtained results indicate that finite element modeling technique can yield quite safe design measure of cantilever sheet pile wall compared to classical methods.

Article Type: Research Article

Corresponding Author: Yeetendra Kumar Bind 1  

Email: yeetendra@gmail.com

This article has not yet been cited.

Yeetendra Kumar Bind 1*,  N. N. Harry  2,  Vikas Srivastava  3,  Yogendra Kushwaha 4.  

1, 2, 3, 4. Department of Civil Engineering, SSET, SHUATS, Allahabad, U. P., India.

J. Environ. Nanotechnol., Volume 6, No. 2 pp. 115-121
ISSN: 2279-0748 eISSN: 2319-5541
ENT172264.pdf
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Reference

Bind, Y. K., Tekla, A. and Damtie, Y., Numerical and analytical methods for geotechnical design of cantilever sheet pile walls, First Int. Con. on Recent Trends in Engg. and Tec., Ambo University, Ethiopia, 14-15 Nov., 2016.

Bowles, J. E., Foundation analysis and design, McGraw-Hill, 4thEdition, New York(1988).

Day, R. A., Net pressure analysis of cantilever sheet pile walls, Géotechnique, 49(2), 231-245(1999).

doi:10.1680/geot.1999.49.2.231

Day, R. A., Earth pressure on cantilever walls at design retained heights, ICE Proceedings Geotechnical Engineering, 149(3), 167-176(2001).

doi:10.1680/gen.2001.149.3.167

Ergun., M. U., Deep excavations, Geotechnical engineering handbook, BOUQUET 08, 40(2008).

King, G. J. W., Analysis of cantilever sheet-pile walls in cohesion less soil, Journal of Geotechnical Engineering, 121(9), (1995).

doi:10.1061/(asce)0733-9410(1995)121:9(629)

Padfield, C. J. and Mair, R. J., Design of retaining walls embedded in stiff clay, CIRIA Report 104(1984).

Potts, D. M. and Fourie, A. B., The behavior of a propped retaining wall: results of a numerical experiment, Géotechnique, 34(3), 383-404(1984). 

doi:10.1680/geot.1984.34.3.383

Powrie, W., Limit equilibrium analysis of embedded retaining walls, Géotechnique, 46(4), 709-723(1996).

doi:10.1680/geot.1996.46.4.709

Tsinker, G. P., Handbook of Port and Harbor Engineering, Chapman & Hall, New York, (1997).

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