Permeability and Consolidation of Normally Consolidated Soils

by A. Mahinda Samarasinghe, Grad. Research Asst.; Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, Ky.,
Yang H. Huang, (F.ASCE), Prof. of Civ. Engrg.; Univ. of Kentucky, Lexington, Ky.,
Vincent P. Drnevich, (M.ASCE), Prof. and Chmn.; Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, Ky.,


Serial Information: Journal of the Geotechnical Engineering Division, 1982, Vol. 108, Issue 6, Pg. 835-850


Document Type: Journal Paper

Discussion: Juarez-Badillo Eulalio (See full record)
Discussion: Koppula Sivajogi (See full record)
Discussion: Ly B. (See full record)
Discussion: Tavenas F. (See full record)
Closure: (See full record)

Abstract: This paper first presents a unique relationship between permeability and void ratio. This relationship is then used for deriving the governing differential equation of consolidation for normally consolidated soils where void ratio vs. logarithm of effective stress can be approximated by a straight line. The derivation shows that the coefficient of consolidation can be related directly to the applied effective stress.

Subject Headings: Consolidated soils | Effective stress | Void ratio | Permeability (soil) | Differential equations

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