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contributor authorAhmed-W. Elgamal
contributor authorSreenivas Alampalli
contributor authorPaul Van Laak
date accessioned2017-05-08T20:37:51Z
date available2017-05-08T20:37:51Z
date copyrightOctober 1996
date issued1996
identifier other%28asce%290733-9410%281996%29122%3A10%28849%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21744
description abstractA full-scale vibration test is conducted to measure the low-amplitude dynamic characteristics of a reinforced concrete cantilever wall-backfill system. Measurements during a frequency sweep are recorded along the wall length. From these measurements, resonant frequencies are identified, along with the corresponding response configurations that depict variation in motion along the wall length. In general, the wall and adjacent backfill zone are observed to move together in-phase. Farther away from the wall, out-of-phase wall-backfill motions are measured at higher resonant frequencies. Finally, retaining systems of uneven height, such as wing walls, are shown clearly to exhibit three-dimensional (3D) seismic response characteristics.
publisherAmerican Society of Civil Engineers
titleForced Vibration of Full-Scale Wall-Backfill System
typeJournal Paper
journal volume122
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1996)122:10(849)
treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 010
contenttypeFulltext


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