Macro-meso fracture and instability of rock-backfill composite structure (RBCS) specimens subjected to fatigue-creep interaction loading: Cement-tailing ratio effect

Author:

Wang Yu,Yi Xuefeng,Long Dayu,Li Peng,Cai Meifeng

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference35 articles.

1. Stress behaviour of cemented paste backfill within temperature controlled stope model;Ting;Int. J. Mining, Reclam. Environ.,2023

2. In vivo X-ray computed tomography investigations of crack damage evolution of cemented waste rock backfills (CWRB) under uniaxial deformation;Wang;Minerals,2018

3. Numerical modelling of thermally and hydraulically coupled processes in hydrating cemented tailings backfill columns;Wu;Int. J. Mining, Reclam. Environ.,2014

4. Numerical investigation on the mechanical behaviour of combined backfill-rock structure with KCC model;Zhao;Constr. Build. Mater.,2021

5. Monitoring of internal failure evolution in cemented paste backfill under uniaxial deformation using in-situ X-ray computed tomography;Wang;Arab. J. Geosci.,2019

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