Abstract Based on the m easu rem en t in site, the change of po re w ater p ressu re in satu rated sof t clay
foundat ion imp roved by dynam ic drainage con so lidat ion is analyzed and studied. The law s of increm en t and
dissipat ion of the po re w ater p ressu re are discovered. The ob tained conclu sion s p rovide som e u sefu l bases fo r
engineering design and theo ret ical study of dynam ic drainage con so lidat ion.
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Received: 19 July 1999
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