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contributor authorJames M. Duncan
contributor authorWilliam N. Houston
date accessioned2017-05-08T20:33:08Z
date available2017-05-08T20:33:08Z
date copyrightDecember 1983
date issued1983
identifier other%28asce%290733-9410%281983%29109%3A2%28260%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19334
description abstractThe probability of failure of California Delta levees was estimated using simple statistical procedures, based heavily on empirical data. Forty‐four islands were included in the study, and it was found that the probability of failure was strongly linked to the thickness of peat beneath the levees. When the islands were grouped according to peat thickness, it was found that sufficient historical levee failure data was available to estimate the average probability of failure for all the islands in a given peat thickness group. The relative probabilities of failure for the islands within a group were then estimated using slope stability analysis and simple statistical methods. For each island a Factor of Safety Index (FSI) was computed for ranges in water level outside the levee and a range of values of the strength parameter,
publisherAmerican Society of Civil Engineers
titleEstimating Failure Probabilities for California Levees
typeJournal Paper
journal volume109
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1983)109:2(260)
treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 002
contenttypeFulltext


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