Flow around Inclined Sheet Pile

by A. Siva Reddy, (A.M.ASCE), Assoc. Prof.; Dept. of Civ. and Hydr. Engrg., Indian Inst. of Sci., Bangalore, India,
Govinda C. Mishra, Sr. Res. Fellow; Dept. of Civ. and Hydr. Engrg., Indian Inst. of Sci. Bangalore, India,
Kyatsandra Seetharamiah, (F.ASCE), Prof. and Head; Dept. of Civ. and Hydr. Engrg., Indian Inst. of Sci., Bangalore, India,


Serial Information: Journal of the Hydraulics Division, 1971, Vol. 97, Issue 7, Pg. 1101-1115


Document Type: Journal Paper

Discussion: Markland E. (See full record)

Abstract: For analysis of flow around a vertical sheet pile in homogeneous anisotropic soil, it is necessary to investigate the flow characteristics associated with an inclined sheet pile embedded in homogeneous isotropic porous media. As such, the quantities of seepage, pressure distribution and exit gradient for an inclined sheet pile embedded in a homogeneous isotropic porous medium of finite depth are determined using the Schwarz-Christoffel transformation. Numerical results are presented for different angles of inclination of sheet piles with and without impervious blankets.

Subject Headings: Sheet piles | Porous media flow | Homogeneity | Soil analysis | Isotropy | Pressure distribution | Sheet flow | Anisotropy

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