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14 - Civil and Construction Engineering

University of Dundee

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Article title

Measurement of coefficient of consolidation during reconsolidation of liquefied sand

Type

D - Journal article

DOI

10.1520/GTJ102914

Title of journal

Geotechnical Testing Journal

Article number

Volume number

Issue number

First page of article

139

ISSN of journal

0149-6115

Year of publication

2011

URL

http://apps.webofknowledge.com/InboundService.do?SID=P1MDnKld61mcBDFAkh2&product=WOS&UT=000296757300005&SrcApp=Summon&DestFail=http%3A%2F%2Fwww.webofknowledge.com&Init=Yes&action=retrieve&Func=Frame&customersID=SerialsSolutions&SrcAuth=SerialsSolutions&IsProductCode=Yes&mode=FullRecord

Number of additional authors

Additional information

This paper develops and validates the first method for evaluating properties of soils whilst in a state of elevated pore pressure. As a result, for the first time, the increase in coefficient of consolidation during liquefaction was quantified to be a factor of three. Since publication, further attempts to elucidate this behaviour (e.g. Haigh et al. (2012) Geotechnique, doi: 10.1680/geot.10.P.035; Wang et al. (2013), Soil Dynamics and Earthquake Engineering, doi: 10.1016/j.soildyn.2013.02.018) have confirmed these findings.

Interdisciplinary

Cross-referral requested

Research group

A - Environment

Proposed double-weighted

Double-weighted statement

Reserve for a double-weighted output

Non-English

English abstract