TECHNICAL PAPERS
Sep 1, 1995

Mansion House London: Risk Assessment and Protection

Publication: Journal of Construction Engineering and Management
Volume 121, Issue 3

Abstract

Settlements occurring during the first phase of tunneling for the extension of the Docklands Light Railway in London caused concern for damage to the Mansion House during subsequent phases of the work. The building is a landmark structure and no further damage could be accepted. Tunneling was halted until a satisfactory protection program was in place. Various means of protecting the structure were investigated, ranging from full structural underpinning to a least-risk methodology based on the observational method. This paper describes the background to the development and implementation of the observational method to successfully protect the building and complete construction. This required appropriate contingency measures to be identified and planned in advance. Of the contingencies involving preventive or strengthening works, a system of structural ties through the building was selected as most appropriate, least risky, and most economical. Trigger levels for building response were established. Extensive instrumentation was installed and the building was fully monitored during the subsequent phases of tunneling.

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References

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 121Issue 3September 1995
Pages: 266 - 272

History

Published online: Sep 1, 1995
Published in print: Sep 1995

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Authors

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A. J. Powderham
Dir., Found. and Geotech. Div., Mott MacDonald Group, 20-26 Wellesley Road, Croydon, CR9 2UL, U.K.
G. J. Tamaro
Partner, Mueser Rutledge Consulting Engrs., 708 Third Ave., New York, N.Y. 10017.

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