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Constitutive Modeling of the Cyclic Loading Response of Low Plasticity Fine-Grained Soils Read chapter Read first chapter

2018 | OriginalPaper | Chapter

A Breakage Matrix Model for Calcareous Sands Subjected to One-Dimensional Compression

Authors : Chen-Xi Tong, Sheng Zhang, Daichao Sheng

Published in: Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours

Publisher: Springer Singapore

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Abstract

The breakage matrix model has great potential in describing particle size degradation of granular materials. A series of one-dimensional compression tests were performed on uniformly graded calcareous sand to obtain the breakage matrix. This straightforward method has successfully predicted the particle size evolution of non-uniformly graded samples with different initial particle size distribution.

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previous chapter Constitutive Modeling of the Cyclic Loading Response of Low Plasticity Fine-Grained Soils
next chapter A Micropolar Model for Sand Based on Critical State
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Metadata
Title
A Breakage Matrix Model for Calcareous Sands Subjected to One-Dimensional Compression
Authors
Chen-Xi Tong
Sheng Zhang
Daichao Sheng
Copyright Year
2018
Publisher
Springer Singapore
Book
Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours

Print ISBN: 978-981-13-0124-7

Electronic ISBN: 978-981-13-0125-4

Copyright Year: 2018

DOI
https://doi.org/10.1007/978-981-13-0125-4_2