Show simple item record

contributor authorJey K. Jeyapalan
contributor authorJ. Michael Duncan
contributor authorH. Bolton Seed
date accessioned2017-05-08T20:33:07Z
date available2017-05-08T20:33:07Z
date copyrightDecember 1983
date issued1983
identifier other%28asce%290733-9410%281983%29109%3A2%28172%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19328
description abstractA characteristic common to most mine tailings dam failures is that the tailings tend to liquefy and flow over substantial distances, with potential for extensive damage to property and life. The existence of these potentially hazardous earth structures is of great concern to the public and to the mining industries. In order to be able to assess the potential for damage in case of such a failure, it is necessary to be able to predict the characteristics of the flow and the possible extent of flood movement. A companion paper to this illustrated the various analytical procedures that have been developed for this purpose. The present paper describes a series of flume experiments that were conducted to check the validity of these analysis procedures. In light of the good agreement observed, the results of the analyses are then compared with flow movements observed in several case studies where failures have occurred.
publisherAmerican Society of Civil Engineers
titleInvestigation of Flow Failures of Tailings Dams
typeJournal Paper
journal volume109
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1983)109:2(172)
treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record