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contributor authorC. H. Wang
contributor authorL. H. Huang
contributor authorM. Y. Lin
date accessioned2017-05-08T21:43:21Z
date available2017-05-08T21:43:21Z
date copyrightSeptember 2010
date issued2010
identifier other%28asce%29em%2E1943-7889%2E0000160.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60603
description abstractThis study elucidates the water well resonance induced by preearthquake signals using an analytic approach. Weak pressure waves passing through a confined aquifer are considered as the incoming preearthquake signal. Owing to the hardness of the porous skeleton, the pressure waves are simply the limiting case of the second kind of dilatational waves of poroelasticity. Because the driving signals of a weak preearthquake pressure wave transmitting through a confined aquifer are too weak to significantly affect the solid skeleton, we believe that this phenomenon is attributed to the effect of resonant amplification of water levels in wells. The flow inside the well is assumed to be incompressible, inviscid, and irrotational, while that outside the well is treated as a porous-media flow with a rigid skeleton. The flows inside and outside the well are analyzed using the potential flow theory under the assumption of small-amplitude waves and Darcy’s law of porous-media flow, respectively. The well-posed boundary value problem is solved using the regular perturbation expansion based on a small gauge function
publisherAmerican Society of Civil Engineers
titleWater Well Resonance Induced by Preearthquake Signals
typeJournal Paper
journal volume136
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000150
treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 009
contenttypeFulltext


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