Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/126326
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Type: | Journal article |
Title: | Modeling lightweight cemented backfill considering progressive breakage |
Author: | Yu, C. Deng, A. Nguyen, G. |
Citation: | Computers and Geotechnics, 2020; 125:103664-1-103664-8 |
Publisher: | Elsevier |
Issue Date: | 2020 |
ISSN: | 0266-352X 1873-7633 |
Statement of Responsibility: | Chengjun Yu, An Deng, Giang Nguyen |
Abstract: | An analytical model for lightweight cemented backfill is presented. The model integrates elasto-brittle and elasto-plastic bodies, replicating responses of low-density materials and cementation that are present in backfills. The model uses a semi-implicit algorithm to iterate stress-strain solutions, and the universal shear contraction. The model was validated on a lightweight cemented backfill containing expanded polystyrene beads. |
Keywords: | Constitutive; Elasto-brittle; Elasto-plastic; Modified Cam Clay; Breakage; Yield surface |
Rights: | © 2020 Elsevier Ltd. All rights reserved. |
DOI: | 10.1016/j.compgeo.2020.103664 |
Grant ID: | http://purl.org/au-research/grants/arc/DP140103004 |
Published version: | http://dx.doi.org/10.1016/j.compgeo.2020.103664 |
Appears in Collections: | Aurora harvest 8 Civil and Environmental Engineering publications |
Files in This Item:
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hdl_126326.pdf | Accepted version | 942.32 kB | Adobe PDF | View/Open |
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