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contributor authorCraig H. Benson
contributor authorDavid E. Daniel
date accessioned2017-05-08T20:35:46Z
date available2017-05-08T20:35:46Z
date copyrightAugust 1990
date issued1990
identifier other%28asce%290733-9410%281990%29116%3A8%281231%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20669
description abstractThe hydraulic conductivity of a highly plastic, compacted clay soil is significantly influenced by the size of clods used in preparing the soil for compaction. For soil compacted dry of optimum, hydraulic conductivity is 1,000,000 times smaller when the soil is prepared from small (4.6‐mm) rather than large (19‐mm) clods. For soil compacted wet of optimum, clod size is unimportant. Large differences are seen in the hydraulic conductivity of soils compacted with standard versus modified Proctor procedures. The conclusion reached is that the fate of clods and interclod pores during soil processing and compaction controlled the hydraulic conductivity of the compacted soil. To achieve low hydraulic conductivity, it is necessary to destroy the clods and to eliminate large interclod pores either by wetting the soil to a high water content or using a large compactive effort.
publisherAmerican Society of Civil Engineers
titleInfluence of Clods on the Hydraulic Conductivity of Compacted Clay
typeJournal Paper
journal volume116
journal issue8
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1990)116:8(1231)
treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 008
contenttypeFulltext


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