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contributor authorNur Sila Gulgec
contributor authorSemiha Ergan
contributor authorBurcu Akinci
contributor authorChristopher J. Kelly
date accessioned2017-05-08T22:27:01Z
date available2017-05-08T22:27:01Z
date copyrightMay 2016
date issued2016
identifier other45444180.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80816
description abstractDams are continuing to age and deteriorate that affect the service life of the dams in the U.S. Risk assessment is required to understand the behavior of dams and to prioritize the remedial actions and maintenance, and yet it is quite challenging to do risk assessment since it requires extensive current and historical data from in situ instrumentation on dams and detailed design, construction, and operation information. Currently, the required data for risk assessment resides in various paper-based and digital documents that hinder the capabilities of risk assessors to gather, analyze, and visualize the data flexibly from various engineering perspectives such as geotechnical, hydrologic, geologic, and structural. As a result, getting a holistic view of a dam’s current condition and its behavior over time becomes a time and resource intensive task. There is a need for an integrated shared knowledge repository for dams to streamline the risk assessment process. The research described in this paper provides requirements for developing such a shared knowledge repository for risk assessment of embankment dams that would support the information needs of various engineering domains and the means and methods for integrated assessment, visualization, and data analytics to understand the risk of internal erosion.
publisherAmerican Society of Civil Engineers
titleIntegrated Information Repository for Risk Assessment of Embankment Dams: Requirements Identification for Evaluating the Risk of Internal Erosion
typeJournal Paper
journal volume30
journal issue3
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000509
treeJournal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 003
contenttypeFulltext


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