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    Limitations of Conventional Analysis of Consolidation Settlement

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author:
    J. Michael Duncan
    DOI: 10.1061/(ASCE)0733-9410(1993)119:9(1333)
    Publisher: American Society of Civil Engineers
    Abstract: Consolidation settlements are often large and potentially damaging to structures. Estimating their magnitudes, and the rates at which they will occur, plays an important part in many civil engineering projects. At Bay Farm Island in San Francisco Bay, and Kansai International Airport in Japan, settlement magnitudes and settlement rates were of great importance for design. In these and similar cases it is important to understand what factors control the accuracy with which settlement magnitudes and settlement rates can be estimated. Accurate predictions of settlement magnitudes require accurate evaluations of clay compressibility and preconsolidation pressure. Accurate predictions of settlement rates require improved methods of anticipating whether embedded sand strata will or will not provide internal drainage; use of computer analyses to take into account important factors such as variations in
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      Limitations of Conventional Analysis of Consolidation Settlement

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    contributor authorJ. Michael Duncan
    date accessioned2017-05-08T20:37:01Z
    date available2017-05-08T20:37:01Z
    date copyrightSeptember 1993
    date issued1993
    identifier other%28asce%290733-9410%281993%29119%3A9%281333%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21315
    description abstractConsolidation settlements are often large and potentially damaging to structures. Estimating their magnitudes, and the rates at which they will occur, plays an important part in many civil engineering projects. At Bay Farm Island in San Francisco Bay, and Kansai International Airport in Japan, settlement magnitudes and settlement rates were of great importance for design. In these and similar cases it is important to understand what factors control the accuracy with which settlement magnitudes and settlement rates can be estimated. Accurate predictions of settlement magnitudes require accurate evaluations of clay compressibility and preconsolidation pressure. Accurate predictions of settlement rates require improved methods of anticipating whether embedded sand strata will or will not provide internal drainage; use of computer analyses to take into account important factors such as variations in
    publisherAmerican Society of Civil Engineers
    titleLimitations of Conventional Analysis of Consolidation Settlement
    typeJournal Paper
    journal volume119
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1993)119:9(1333)
    treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 009
    contenttypeFulltext
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