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Fahey, Martin, Helinski, Matthew, Fourie, Andy (2011) Development of Specimen Curing Procedures that Account for the Influence of Effective Stress During Curing on the Strength of Cemented Mine Backfill. Geotechnical and Geological Engineering, 29 (5). 709-723 doi:10.1007/s10706-011-9412-2

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Reference TypeJournal (article/letter/editorial)
TitleDevelopment of Specimen Curing Procedures that Account for the Influence of Effective Stress During Curing on the Strength of Cemented Mine Backfill
JournalGeotechnical and Geological Engineering
AuthorsFahey, MartinAuthor
Helinski, MatthewAuthor
Fourie, AndyAuthor
Year2011 (September)Volume29
Issue5
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s10706-011-9412-2Search in ResearchGate
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Mindat Ref. ID7748460Long-form Identifiermindat:1:5:7748460:6
GUID0
Full ReferenceFahey, Martin, Helinski, Matthew, Fourie, Andy (2011) Development of Specimen Curing Procedures that Account for the Influence of Effective Stress During Curing on the Strength of Cemented Mine Backfill. Geotechnical and Geological Engineering, 29 (5). 709-723 doi:10.1007/s10706-011-9412-2
Plain TextFahey, Martin, Helinski, Matthew, Fourie, Andy (2011) Development of Specimen Curing Procedures that Account for the Influence of Effective Stress During Curing on the Strength of Cemented Mine Backfill. Geotechnical and Geological Engineering, 29 (5). 709-723 doi:10.1007/s10706-011-9412-2
In(2011, September) Geotechnical and Geological Engineering Vol. 29 (5) Springer Science and Business Media LLC

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Helinski, Matthew, Fahey, Martin, Fourie, Andy (2011) Behavior of Cemented Paste Backfill in Two Mine Stopes: Measurements and Modeling. Journal of Geotechnical and Geoenvironmental Engineering, 137 (2). 171-182 doi:10.1061/(asce)gt.1943-5606.0000418
Helinski, Matthew, Fahey, Martin, Fourie, Andy (2007) Numerical Modeling of Cemented Mine Backfill Deposition. Journal of Geotechnical and Geoenvironmental Engineering, 133 (10). 1308-1319 doi:10.1061/(asce)1090-0241(2007)133:10(1308)
Helinski, Matthew, Fourie, Andy, Fahey, Martin, Ismail, Mostafa (2007) Assessment of the self-desiccation process in cemented mine backfills. Canadian Geotechnical Journal, 44 (10). 1148-1156 doi:10.1139/t07-051
Shahsavari, Mohammad, Jafari, Mohammadamin, Grabinsky, Murray (2022) Influence of Load Path and Effective Stress on One-Dimensional Deformation of Cemented Paste Backfill (CPB) During Deposition and Curing. Geotechnical and Geological Engineering, 40 (4) 2319-2338 doi:10.1007/s10706-021-02030-4
Helinski, Matthew, Fahey, Martin, Fourie, Andy (2010) Coupled two-dimensional finite element modelling of mine backfilling with cemented tailings. Canadian Geotechnical Journal, 47 (11). 1187-1200 doi:10.1139/t10-020
Fahey, Martin, Helinski, Matthew, Fourie, Andy (2009) Some aspects of the mechanics of arching in backfilled stopes. Canadian Geotechnical Journal, 46 (11). 1322-1336 doi:10.1139/t09-063
Dimitrova, Rozalina S., Yanful, Ernest K. (2011) Undrained Strength of Deposited Mine Tailings Beds: Effect of Water Content, Effective Stress and Time of Consolidation. Geotechnical and Geological Engineering, 29 (5). 935-951 doi:10.1007/s10706-011-9428-7
Walske, Megan L., McWilliam, Heather, Doherty, James, Fourie, Andy (2016) Influence of curing temperature and stress conditions on mechanical properties of cementing paste backfill. Canadian Geotechnical Journal, 53 (1). 148-161 doi:10.1139/cgj-2014-0502
Wu, Di, Zhao, Runkang, Qu, Chunlai (2019) Effect of Curing Temperature on Mechanical Performance and Acoustic Emission Properties of Cemented Coal Gangue-Fly Ash Backfill. Geotechnical and Geological Engineering, 37 (4). 3241-3253 doi:10.1007/s10706-019-00839-8
Rankine, Rudd M., Sivakugan, Nagaratnam (2007) Geotechnical properties of cemented paste backfill from Cannington Mine, Australia. Geotechnical and Geological Engineering, 25 (4). 383-393 doi:10.1007/s10706-006-9104-5
Yang, Chao, Yang, Peng, Lv, Wen-sheng, Wang, Zhi-kai (2020) Mechanical Performance of Confined Consolidation on the Strength Development of Cemented Paste Backfill. Geotechnical and Geological Engineering, 38 (2). 1097-1110 doi:10.1007/s10706-019-01074-x
 
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