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contributor authorX. S. Li
contributor authorZ. Y. Cai
date accessioned2017-05-08T21:26:34Z
date available2017-05-08T21:26:34Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%291090-0241%281999%29125%3A11%28979%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51647
description abstractThis study presents direct evidence for the influence of the previbration cycles induced in the conventional resonant column tests on the measured dynamic properties of a dry sand. The tests were performed on an energy-injecting virtual-mass resonant column system, under which the material properties can be measured at a very low number of previbration cycles (<20). The test results show that for the sand tested at strain amplitudes beyond the elastic threshold, the influence of previbration is moderate on modulus but very significant on damping, particularly in the low range of the numbers of vibration cycles (<500). This observation is consistent with findings in the literature, which are based on combinations of static and dynamic test data. The effects of the low number of vibration cycles on the normalized modulus reduction and damping curves have also been examined. The results show that the modulus reduction curves are not significantly affected by these previbration cycles, whereas the damping curves in the range exceeding the elastic threshold are.
publisherAmerican Society of Civil Engineers
titleEffects of Low-Number Previbration Cycles on Dynamic Properties of Dry Sand
typeJournal Paper
journal volume125
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1999)125:11(979)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
contenttypeFulltext


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