Technical Papers
Aug 17, 2011

Estimation of Liquefaction-Induced Manhole Uplift Displacements and Trench-Backfill Settlements

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 4

Abstract

A simple method to predict the uplift displacement of a manhole and trench-backfill settlement due to liquefaction is proposed. The conventional equilibrium of vertical forces acting on a manhole is solely a function of such forces acting and is incapable of predicting the uplift displacement. In this paper, the proposed method adds variables including the uplift displacement, Δf, and settlements of backfill, Δs, under the condition that the volume of an uplifted portion of a manhole is equal to a settled volume of a trench-backfill. To date, the method is verified through comparison with the results of 1-G and centrifuge model tests. A new safety factor, which takes into account the amount of manhole uplift and backfill settlement, is also derived.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 4April 2012
Pages: 491 - 499

History

Received: Jun 18, 2010
Accepted: Aug 14, 2011
Published online: Aug 17, 2011
Published in print: Apr 1, 2012

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Authors

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Tetsuo Tobita, M.ASCE [email protected]
Assistant Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto, Japan (corresponding author). E-mail: [email protected]
Gi-Chun Kang [email protected]
Graduate Student, Graduate School of Engineering, Dept. of Earth Resources Engineering, Kyoto Univ., Kyoto, Japan. E-mail: [email protected]
Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto, Japan. E-mail: [email protected]

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