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2025 | OriginalPaper | Chapter

Calibration and Verification of Methods for Calculating Settlement of Heavily Overconsolidated Foundations

Authors : Muliadi Merry, Ramesh Gedela

Published in: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 6

Publisher: Springer Nature Singapore

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Abstract

The significance of the pre-overburden pressure in the calculation of settlement of a highly skewed bridge abutment part of a motorway in Western Sydney on a heavily overconsolidated base is evaluated. The uncertainty linked to the linear-elastic moduli considered in the method of layerwise summation is controlled through calibration against settlement monitoring.

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previous chapter Evaluating the Necessity of Sliding Mechanisms in Trapezoidal MSE Wall Design
Literature
1.
MM Geomechanics Pty Ltd (2023) Settlement monitoring at abutment B part of bridge BR09, M12 motorway central. Geotechnical assessment report GAR_043 revision 2
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Wong PK (2007) Preload design to reduce post construction creep settlement. In: Proceedings of the 10th Australia New Zealand Conference on Geomechanics, Brisbane, Australia, pp 23–31
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Yuan Y, Whittle AJ, Nash DFT (2015) Model for predicting and controlling creep settlements with surcharge loading. In: Rinaldi VA, Zeballos ME, Clariá JJ (eds) Deformation characteristics of geomaterials. IOS Press, pp 931–938
Metadata
Title
Calibration and Verification of Methods for Calculating Settlement of Heavily Overconsolidated Foundations
Authors
Muliadi Merry
Ramesh Gedela
Copyright Year
2025
Publisher
Springer Nature Singapore
Book
Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 6

Print ISBN: 978-981-9782-32-1

Electronic ISBN: 978-981-9782-33-8

Copyright Year: 2025

DOI
https://doi.org/10.1007/978-981-97-8233-8_42