EFFECT OF CLOD SIZE ON HYDRAULIC CONDUCTIVITY OF COMPACTED CLAY
A study has been conducted to identify the causes for field-measured values of hydraulic conductivity of clay liners being typically two orders of magnitude greater than laboratory-measured values. It has been found through laboratory testing on large specimens that the size and gradation of clods and clumps of clay, prior to compaction, can significantly affect the measured hydraulic conductivity.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/01496115
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Corporate Authors:
American Society for Testing and Materials (ASTM)
100 Barr Harbor Drive, P.O. Box C700
West Conshohocken, PA United States 19428-2957 -
Authors:
- Houston, S L
- Randeni, J S
- Publication Date: 1992-6
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 123-128
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Serial:
- Geotechnical Testing Journal
- Volume: 15
- Issue Number: 2
- Publisher: ASTM International
- ISSN: 0149-6115
- EISSN: 1945-7545
- Serial URL: https://www.astm.org/products-services/standards-and-publications/geotechnical-testing-journal.html
Subject/Index Terms
- TRT Terms: Clay; Clay soils; Compacted clays; Compaction; Laboratory tests; Permeability coefficient
- Subject Areas: Geotechnology; Highways; I42: Soil Mechanics;
Filing Info
- Accession Number: 00622474
- Record Type: Publication
- Files: TRIS
- Created Date: Jun 30 1992 12:00AM