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    Geotechnical Characteristics of Residual Soils

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author:
    Frank C. Townsend
    DOI: 10.1061/(ASCE)0733-9410(1985)111:1(77)
    Publisher: American Society of Civil Engineers
    Abstract: Residual soils are products of chemical weathering and thus their characteristics are dependent upon environmental factors of climate, parent material, topography and drainage, and age. These conditions are optimized in the tropics where well‐drained regions produce reddish lateritic soils rich in iron and aluminum sesquioxides and kaolinitic clays. Conversely, poorly drained areas tend towards montmorillonitic expansive black clays. Andosols develop over volcanic ash and rock regions and are rich in allophane (amorphous silica) and metastable halloysite. The geological origins greatly affect the resulting engineering characteristics. Both lateritic soils and andosols are susceptible to property changes upon drying, and exhibit compaction and strength properties not indicative of their classification limits. Both soils have been used successfully in earth dam construction, but attention must be given to seepage control through the weathered rock. Conversely, black soils are unpopular for embankments. Lateritic soils respond to cement stabilization and, in some cases, lime stabilization. Andosols should also respond to lime treatment and cement treatments if proper mixing can be achieved. Black expansive residual soils respond to lime treatment by demonstrating strength gains and decreased expansiveness. Rainfall induced landslides are typical of residual soil deposits.
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      Geotechnical Characteristics of Residual Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19671
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    contributor authorFrank C. Townsend
    date accessioned2017-05-08T20:33:50Z
    date available2017-05-08T20:33:50Z
    date copyrightJanuary 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A1%2877%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19671
    description abstractResidual soils are products of chemical weathering and thus their characteristics are dependent upon environmental factors of climate, parent material, topography and drainage, and age. These conditions are optimized in the tropics where well‐drained regions produce reddish lateritic soils rich in iron and aluminum sesquioxides and kaolinitic clays. Conversely, poorly drained areas tend towards montmorillonitic expansive black clays. Andosols develop over volcanic ash and rock regions and are rich in allophane (amorphous silica) and metastable halloysite. The geological origins greatly affect the resulting engineering characteristics. Both lateritic soils and andosols are susceptible to property changes upon drying, and exhibit compaction and strength properties not indicative of their classification limits. Both soils have been used successfully in earth dam construction, but attention must be given to seepage control through the weathered rock. Conversely, black soils are unpopular for embankments. Lateritic soils respond to cement stabilization and, in some cases, lime stabilization. Andosols should also respond to lime treatment and cement treatments if proper mixing can be achieved. Black expansive residual soils respond to lime treatment by demonstrating strength gains and decreased expansiveness. Rainfall induced landslides are typical of residual soil deposits.
    publisherAmerican Society of Civil Engineers
    titleGeotechnical Characteristics of Residual Soils
    typeJournal Paper
    journal volume111
    journal issue1
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:1(77)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001
    contenttypeFulltext
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