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2021 | OriginalPaper | Chapter

8. Capacity and Settlement Analysis

Authors : Jialin Zhou, Erwin Oh

Published in: Full-Scale Field Tests of Different Types of Piles

Publisher: Springer Singapore

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Abstract

This chapter presents the results discussion for the post grouted piles, displacement and non-displacement piles, composite piles and piles tested until ultimate load, with consideration of the state-of-art construction technology.

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previous chapter Piles Under Ultimate Loads
next chapter Conclusions and Recommendations
Literature
American Association of State Highway and Transportation Officials (AASHTO), Standard Specifications for Highway Bridges, Washington, D. C., 2002.
Ministry of Construction of the People’s Republic of China. (2008). Technical code for building pile foundations (JGJ 94-2008). Beijing, China: National Standard of the People’s Republic of China.
Ministry of Construction of the People’s Republic of China. (2014). Technical code for testing of building foundation piles (JGJ 106-2014). Beijing, China: National Standard of the People’s Republic of China.
Samtani, N. C., & Nowatzki, E. A. (2006b). Soils and foundations—Volume II (No. FHWA-NHI-16-009). US Department of Transportation.
Yang, P., Hu, H.-S., & Xu, J.-F. (2012). Settlement characteristics of pile composite foundation under staged loading. Procedia Environmental Sciences, 12, 1055–1062.CrossRef
Yang, H., & Xiao, D. (2011). Back analysis of static pile load test for SPT-based pile design: A Singapore experience. In Advances in Pile Foundations, Geosynthetics, Geoinvestigations, and Foundation Failure Analysis and Repairs (pp. 144–152).
Metadata
Title
Capacity and Settlement Analysis
Authors
Jialin Zhou
Erwin Oh
Copyright Year
2021
Publisher
Springer Singapore
Book
Full-Scale Field Tests of Different Types of Piles

Print ISBN: 978-981-336-182-9

Electronic ISBN: 978-981-336-183-6

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-33-6183-6_8