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• W2063779423 abstract "Research Article| January 01, 1995 Hydraulic Conductivity of Compacted Lateritic Soil with Bentonite Admixture SCOTT A. ANDERSON; SCOTT A. ANDERSON Assistant Professor Department of Civil Engineering, University of Hawaii, 2540 Dole Street, Honolulu, HI 96822 * present address: Project Engineer, Woodward-Clyde Consultants, 4582 S. Ulster Street, Denver, CO 80237 Search for other works by this author on: GSW Google Scholar BRANDON H. HEE BRANDON H. HEE Staff Engineer Soils International, Honolulu, HI Search for other works by this author on: GSW Google Scholar Environmental and Engineering Geoscience (1995) I (3): 299–312. https://doi.org/10.2113/gseegeosci.I.3.299 Article history first online: 09 Mar 2017 Cite View This Citation Add to Citation Manager Share Icon Share Twitter LinkedIn Tools Icon Tools Get Permissions Search Site Citation SCOTT A. ANDERSON, BRANDON H. HEE; Hydraulic Conductivity of Compacted Lateritic Soil with Bentonite Admixture. Environmental and Engineering Geoscience 1995;; I (3): 299–312. doi: https://doi.org/10.2113/gseegeosci.I.3.299 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search nav search search input Search input auto suggest search filter All ContentBy SocietyEnvironmental and Engineering Geoscience Search Advanced Search Abstract The hydraulic conductivity of two compacted lateritic soils was evaluated to determine the suitability for use in landfill liners and covers. Flexible wall permeameter tests were performed on natural specimens and specimens with 2.5 percent and 5 percent bentonite admixture, compacted to different degrees of relative compaction and different water contents. The saturated hydraulic conductivity was determined at confining pressures of 10,50, and 100 kPa; the results indicate that it is necessary to either have confining pressure greater than about 50 kPa or some amount of bentonite admixture to achieve a Ksat less than 1 × 10−9 m/s. At 10 kPa confining pressure, 5 percent bentonite is needed to ensure an adequate range of compaction conditions for which Ksat less than 1 × 10−9 m/s can be achieved. Bentonite mixes relatively easily with the lateritic soil, probably because of its fine-aggregated nature, and we foresee little difficulty in mixing at the field-scale. The susceptibility to shrinkage cracking was qualitatively evaluated by testing swell potential in a variety of ways. It does not appear that shrinkage will be a problem for a well designed and constructed liner or cover of lateritic soil with 5 percent or less bentonite admixture. This content is PDF only. Please click on the PDF icon to access. First Page Preview Close Modal You do not currently have access to this article." @default.
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• W2063779423 title "Hydraulic Conductivity of Compacted Lateritic Soil with Bentonite Admixture" @default.
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