Study on Creep Characteristics of Cemented Waste Rock Backfills
Changhong Li*, 1, 2, Qiantian Ma1, 2, Guoliang Chen3, Hai Shao4
Identifiers and Pagination:Year: 2015
First Page: 957
Last Page: 961
Publisher Id: TOCIEJ-9-957
Article History:Received Date: 3/2/2015
Revision Received Date: 3/4/2015
Acceptance Date: 25/5/2015
Electronic publication date: 29/10/2015
Collection year: 2015
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Slip instability and tensor instability are two kinds of failure modes of cemented waste rock backfills. In order to simulate the creep characteristics of cemented waste rock backfills, PFC was carried out. The results show that: rocks inside the models will have displacement under load. The expansion is caused by large lateral displacement of the rocks. A non-stationary creep model of cemented waste rock backfills was established based on the results of simulation. This model can be used to describe the whole creep characteristics of cemented waste rock backfills better.