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Finite Element Analysis of Deep Excavation: A Case Study Read chapter Read first chapter

2018 | OriginalPaper | Chapter

On Performance of Anchored Retaining Piles and Stability of Excavations

Authors : Xiaoyi Yuan, Longzhu Chen, Chunyu Song

Published in: Proceedings of China-Europe Conference on Geotechnical Engineering

Publisher: Springer International Publishing

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Abstract

Accurate calculation of lateral displacements and internal forces of retaining structures and analysis of stability against sliding has great significance. This paper presents an analytic method to calculate displacements of anchored retaining piles and analyzes excavation stability with the modified mechanical model specified in the Chinese code of excavation. This research work is financially supported by the National Natural Science Foundation of China with Grant No. 51379122.

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previous chapter Centrifugal Model Tests on Working Behavior of Composite Foundation Reinforced by Rigid Piles with Caps Under Embankment
next chapter Responses of Retaining Wall to Pre-excavation Dewatering Under Staggered Layout of Dewatering Wells
Literature
1.
Beer, F.P., Jounston, E.R., Dewolf, J.T., Mazurek, D.F.: Mechanics of Materials, 6th edn. McGraw-Hill Companies, Inc., New York (2012)
Metadata
Title
On Performance of Anchored Retaining Piles and Stability of Excavations
Authors
Xiaoyi Yuan
Longzhu Chen
Chunyu Song
Copyright Year
2018
Book
Proceedings of China-Europe Conference on Geotechnical Engineering

Print ISBN: 978-3-319-97114-8

Electronic ISBN: 978-3-319-97115-5

Copyright Year: 2018

DOI
https://doi.org/10.1007/978-3-319-97115-5_43