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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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