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    Optimum Moisture Content for Compacting Soils: One‐Point Method

    Source: Journal of Irrigation and Drainage Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    I. H. Hamdani
    DOI: 10.1061/(ASCE)0733-9437(1983)109:2(232)
    Publisher: American Society of Civil Engineers
    Abstract: A 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.
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      Optimum Moisture Content for Compacting Soils: One‐Point Method

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    https://yetl.yabesh.ir/yetl1/handle/yetl/26714
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    • Journal of Irrigation and Drainage Engineering

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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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