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contributor authorHua-You
contributor authorChai
contributor authorKok-Kwang
contributor authorPhoon
date accessioned2017-05-08T21:45:36Z
date available2017-05-08T21:45:36Z
date copyrightOctober 2013
date issued2013
identifier other%28asce%29gm%2E1943-5622%2E0000246.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61636
description abstractWhen an impact source is applied to the top of a pile, the waves near the top exhibit strong three-dimensional characteristics. When an anomaly is locally distributed near the top of the pile (shallow anomaly), there are some blind areas on the top, where the waves scattered from the anomaly are very weak or absent. The scattered waves cannot be analyzed by the widely adopted theory of one-dimensional stress waves. When the ratio of the characteristic wavelength of the pulse to the radius of piles is large, the tip reflections approximately behave as the plane waves. The upward tip reflections are reflected at the top. These newly formed second incident waves will be reflected at the shallow anomaly. These reflections from the locally distributed anomaly can be approximately regarded as the plane waves, detected by the receiver at any position of the top and analyzed based on the one-dimensional theory. It can be concluded that with the help of the reflections following the tip reflections, it could be possible to detect shallow anomalies more reliably.
publisherAmerican Society of Civil Engineers
titleDetection of Shallow Anomalies in Pile Integrity Testing
typeJournal Paper
journal volume13
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000233
treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
contenttypeFulltext


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