Optimal design of sheet pile wall embedded in clay

被引：3

作者：

Das M.R. ^{[1
]}

Das S.K. ^{[2
]}

机构：

[1] Department of Civil Engineering, Institute of Technical Education and Research, Siksha ‘O’ Anusandhan University, Bhubaneshwar, 751030, Odisha

[2] Department of Civil Engineering, National Institute of Technology, Rourkela, 769008, Odisha

来源：

Journal of The Institution of Engineers (India): Series A | 2015年 / 96卷 / 03期

关键词：

Anchored sheet pile; Cantilever sheet pile; Sensitivity analysis;

D O I：

10.1007/s40030-015-0128-9

中图分类号：

学科分类号：

摘要：

Sheet pile wall is a type of flexible earth retaining structure used in waterfront offshore structures, river protection work and temporary supports in foundations and excavations. Economy is an essential part of a good engineering design and needs to be considered explicitly in obtaining an optimum section. By considering appropriate embedment depth and sheet pile section it may be possible to achieve better economy. This paper describes optimum design of both cantilever and anchored sheet pile wall penetrating clay using a simple optimization tool Microsoft Excel® Solver. The detail methodology and its application with examples are presented for cantilever and anchored sheet piles. The effects of soil properties, depth of penetration and variation of ground water table on the optimum design are also discussed. Such a study will help professional while designing the sheet pile wall penetrating clay. © The Institution of Engineers (India) 2015.

引用

页码：249 / 258

页数：9

共 10 条

[1]

Bica A.V.D., Clayton C.R.I., Limit equilibrium design methods for free embedded cantilever wall in granular materials, Proceedings of Institutions of Civil Engineers, 1, pp. 879-898, (1989)

[2]

Endley S.N., Dunlap W.A., Knuckey D.M., Sreerama K., Performance of an Anchored Sheet-Pile Wall, pp. 179-197, (2000)

[3]

Madabhushi S.P.G., Chandrasekharan V.S., Rotation of cantilever sheet pile wall, J. Geotech. Geoenviron. Eng. ASCE, 131, 2, pp. 203-212, (2005)

[4]

Tan Y., Paikowsky S.G., Performance of sheet pile wall in peat, J. Geotech. Geoenviron. Eng. ASCE, 134, 4, pp. 445-458, (2008)

[5]

Rowe P.W., Theoretical and experimental analysis of sheet-pile walls, Proceedings of Institution of Civil Engineers, 4, pp. 32-69, (1955)

[6]

Bransby P.L., Milligan G.W.E., Soil deformations near cantilever sheet pile walls, Geotechnique, 25, 2, pp. 175-195, (1975)

[7]

Lyndon A., Pearson R.A., Pressure distribution on a rigid retaining wall in cohesionless material, In Proceedings of Symposium Application of Centrifuge Modeling to Geotechnical Design, pp. 271-280, (1984)

[8]

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

[9]

Deb K., Optimization for Engineering Design, (2000)

[10]

Das B.M., Principles of Foundation Engineering, (2007)

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