TECHNICAL PAPERS
Nov 1, 1989

Clay Waste Pond Reclamation by Sand/Clay Mix or Capping

Publication: Journal of Geotechnical Engineering
Volume 115, Issue 11

Abstract

During the phosphate beneficiation process, substantial quantities of waste clays are produced that are typically disposed of in large impoundment areas. Due to the low permeability and self‐weight of these clay slurries, years are required to achieve a consistency conducive to reclamation. Accordingly, the objective of this research is to compare reclamation schemes of sand/clay (s/c) mix versus capping for enhancing consolidation of these waste clays. These comparisons are accomplished analytically using a closed‐form solution to estimate magnitudes and a finite strain consolidation computer program to determine rates, while centrifugal model tests provide experimental data. From these comparisons, it is found that the descending order of reclamation scheme effectiveness in achieving the highest final solids content is: (1) Sand capping (staged); (2) s/c‐mix capping; and (3) using s/c mix, provided surface drainage is maintained and caps do not become buoyant. The time required, however, is proportional to the solids content; e.g., higher solids contents require longer times.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 115Issue 11November 1989
Pages: 1647 - 1666

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Published online: Nov 1, 1989
Published in print: Nov 1989

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Authors

Affiliations

Frank C. Townsend, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Fla., Gainesville, FL 32611
M. C. McVay
Prof., Dept. of Civ. Engrg., Univ. of Fla., Gainesville, FL
D. G. Bloomquist
Prof., Dept. of Civ. Engrg., Univ. of Fla., Gainesville, FL
S. A. McClimans, Associate Members, ASCE
Engr., Dev. Consultants Group, Norcross, GA 30092

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