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contributor authorI. H. Hamdani
date accessioned2017-05-08T20:46:29Z
date available2017-05-08T20:46:29Z
date copyrightJune 1983
date issued1983
identifier other%28asce%290733-9437%281983%29109%3A2%28232%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26714
description abstractA one‐point method for finding out Proctor Standard compacted maximum dry density and optimum moisture content of cohesive soils has been developed. It omits the usual laborious procedure of compaction test and requires only the determination of dry density of soil at 9% moisture content from which the maximum dry density and thereafter optimum moisture content can be found out. The method, therefore, shortens the time for the determination of the variables viz. maximum dry density and optimum moisture content for any given soil. On the basis of experimental data collected at the Irrigation Research Institute, Lahore (Pakistan), some mathematical relationships have been developed to compute the value of maximum dry density and optimum moisture content based on dry density of soil compacted at 9% moisture in a Proctor mold.
publisherAmerican Society of Civil Engineers
titleOptimum Moisture Content for Compacting Soils: One‐Point Method
typeJournal Paper
journal volume109
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1983)109:2(232)
treeJournal of Irrigation and Drainage Engineering:;1983:;Volume ( 109 ):;issue: 002
contenttypeFulltext


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