The movement of a wharf structure subject to fluctuation of water level

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Authors: W. H. TING, Y. K. Tan
Cited by: 0

Abstract

A river side structure, subject to tidal fluctuations with a maximum range of about 6.8m, has experienced movement. The movement leads to the separation of about 1.1m. between the main wharf structure and the access bridge at a joint with the main wharf. A detail program of investigation and monitoring was initiated to gain an understanding of the mechanisms causing the movements. It has been deduced that the total movement observed over a long measurement period is the sum of the daily permanent residual movements resulting from river water level fluctuations.

Fields of Study & Subjects

Civil and Structural Engineering Research Geodetic Measurements and Engineering Structures Dam Engineering and Safety

Publication details

Journal / source
CRC Press eBooks
Pages
903–906
Publication date
12 February 2026
Language
EN