Chapter
Feb 8, 2016

Real-Time Dynamic Structural Monitoring for Urban Construction

Publication: Geotechnical and Structural Engineering Congress 2016

Abstract

Assessing the potential damage to nearby existing structures from vibrations induced during foundation construction is a complex task. The current practices to prevent damage to existing structures suggest limiting the peak particle velocity (PPV) created during foundation construction activities. Numerous existing structures have suffered damage from foundation construction activities even after full compliance to the current methodology of limiting the PPV. This paper presents an approach to safeguard existing structures adjacent to construction activity through real time dynamic structural evaluation.

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Go to Geotechnical and Structural Engineering Congress 2016
Geotechnical and Structural Engineering Congress 2016
Pages: 1920 - 1930

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Published online: Feb 8, 2016

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Authors

Affiliations

A. M. Ramakrishna [email protected]
P.E.
Lead Geotechnical Engineer, Hardesty & Hanover, LLC, 1501 Broadway, New York 10036. E-mail: [email protected]
R. R. Mankbadi [email protected]
P.E.
Director of Geotechnical Engineering, Hardesty & Hanover, LLC, 1501 Broadway, New York 10036. E-mail: [email protected]
D. S. Tuckman [email protected]
P.E.
Director of Engineering, Hardesty & Hanover, LLC, 1501 Broadway, New York 10036. E-mail: [email protected]
A. Guirguis [email protected]
EIT
Geotechnical Engineer, Hardesty & Hanover, 1501 Broadway, New York 10036. E-mail: [email protected]

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