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    Influence of Compactive Efforts and Compaction Delays on Lime-Treated Soil

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 002
    Author:
    Kolawole J. Osinubi
    DOI: 10.1061/(ASCE)0733-947X(1998)124:2(149)
    Publisher: American Society of Civil Engineers
    Abstract: The results of a laboratory study on the influence of standard Proctor and West African standard compactive efforts as well as compaction delays up to 3 h on the compaction and strength characteristics of lateritic soil treated with a maximum of 8% lime (by dry weight of soil) is presented. The results obtained show that the compaction and strength properties of the lime-treated soil decreased with increases in compaction delays. The decreases that were generally greater at higher lime contents were more prominent in specimens compacted at the energy of the West African standard. The determination of properties of lime-treated soil at no compaction delay defines optimum properties of the soil-lime mixtures, while compaction and strength properties determined following compaction delays define the minimum that can be achieved in the field for the specified elapsed times between mixing and compaction.
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      Influence of Compactive Efforts and Compaction Delays on Lime-Treated Soil

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    https://yetl.yabesh.ir/yetl1/handle/yetl/37080
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorKolawole J. Osinubi
    date accessioned2017-05-08T21:03:36Z
    date available2017-05-08T21:03:36Z
    date copyrightMarch 1998
    date issued1998
    identifier other%28asce%290733-947x%281998%29124%3A2%28149%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37080
    description abstractThe results of a laboratory study on the influence of standard Proctor and West African standard compactive efforts as well as compaction delays up to 3 h on the compaction and strength characteristics of lateritic soil treated with a maximum of 8% lime (by dry weight of soil) is presented. The results obtained show that the compaction and strength properties of the lime-treated soil decreased with increases in compaction delays. The decreases that were generally greater at higher lime contents were more prominent in specimens compacted at the energy of the West African standard. The determination of properties of lime-treated soil at no compaction delay defines optimum properties of the soil-lime mixtures, while compaction and strength properties determined following compaction delays define the minimum that can be achieved in the field for the specified elapsed times between mixing and compaction.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Compactive Efforts and Compaction Delays on Lime-Treated Soil
    typeJournal Paper
    journal volume124
    journal issue2
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1998)124:2(149)
    treeJournal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 002
    contenttypeFulltext
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