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contributor authorAna Ivanovic
contributor authorRichard D. Neilson
contributor authorAlbert A. Rodger
date accessioned2017-05-08T21:27:25Z
date available2017-05-08T21:27:25Z
date copyrightMarch 2002
date issued2002
identifier other%28asce%291090-0241%282002%29128%3A3%28237%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52157
description abstractAn investigation of both the static and dynamic performance of ground anchorage systems, involving measurements on active construction sites, reinforced by laboratory and computer modeling, started at Aberdeen University in the early 1980s. The work has concentrated on resin bonded rock bolt anchorages and has led to the development of a new method for the nondestructive testing of anchorages. Part of the research program was undertaken to assess how changes in the prestress load influence the dynamic response of an anchorage and led to the capability of the new testing method to determine variation in frequency response with changes in prestressing. The program has included development of a lumped parameter model to simulate the response of anchorages to changes in prestress and impact load. The head of the anchorage has been shown to be the most influential component in determining response. The following paper presents results which have arisen from the analysis undertaken to date on this improved lumped parameter numerical model.
publisherAmerican Society of Civil Engineers
titleInfluence of Prestress on the Dynamic Response of Ground Anchorages
typeJournal Paper
journal volume128
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2002)128:3(237)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 003
contenttypeFulltext


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