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Experimental study on the particle breakage of calcareous sand

conference contribution
posted on 2024-07-14, 22:46 authored by Li Cheng, Muhammad Hossain, Youngho Kim, Yuxia Hu, Shah Neyamat UllahShah Neyamat Ullah
This paper reports the results from a series of triaxial compression tests undertaken to provide insight into the particle breakage of a calcareous sand. The effects of relative density, confining pressure and axial strain on the evolution of particle breakage were investigated. The degree of particle breakage was measured by comparing the particle size distribution (PSD) before and after each test, leading to a new modified particle breakage index. The results show that more particle breakage occurs in denser samples and for higher confining pressure. With the increase of axial strain, the rate of particle breakage increases first and then decreases. The evolution of particle breakage is demonstrated linking breakage with normalised stress and shearing strain. The results can be utilised in predicting the mobilised friction angle and therefore sand strength including the influence of particle breakage.

Funding

Category 1 - Australian Competitive Grants (this includes ARC, NHMRC)

History

Editor

Rahman MM; Jaksa M

Start Page

105

End Page

110

Number of Pages

6

Start Date

2022-05-01

Finish Date

2022-05-05

ISBN-13

9780994626141

Location

Sydney, Australia

Publisher

Australian Geomechanics Society

Place of Publication

Sydney, NSW

Peer Reviewed

  • Yes

Open Access

  • No

External Author Affiliations

University of Western Australia, South China University

Era Eligible

  • Yes

Name of Conference

20th Internationational Conference on Soil Mechanics and Geotechnical Engineering

Parent Title

Proceedings of 20th International Conference on Soil Mechanics and Geotechnical Engineering

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