Behaviour of Backfill Undergoing Cementation Under Cyclic Loading-Reference-Cited by-同舟云学术

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Behaviour of Backfill Undergoing Cementation Under Cyclic Loading

Published:2022-06-09 Issue:9 Volume:40 Page:4735-4759
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Alainachi Imad,Fall Mamadou,Majeed Muslim

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-022-02181-y.pdf

Reference90 articles.

1. Abdul-Hussain N, Fall M (2012) Thermo-hydro-mechanical behaviour of sodium silicate-cemented paste tailings in column experiments. Tunn Undergr Space Technol 29:85–93

2. Acar YB, El-Tahir ETA (1986) Low strain dynamic properties of artificially cemented sand. J Geotech Eng 112(11):1001–1015

3. Alainachi I, Fall M (2021a) Chemically induced changes in the geotechnical response of cementing paste backfill in shaking table test. J Rock Mech Geotech Eng 13:513

4. Alainachi, I., Fall, M. (2021b). Temperature induced changes in the behaviour of cementing fine-grained soils under dynamic loadings. Geomech Geoeng, 1–19.

5. Aldhafeeri Z, Fall M (2016) Time and damage induced changes in the chemical reactivity of cemented paste backfill. J Environ Chem Eng 4(4):4038–4049

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mechanical Behavior and Acoustic Emission Characteristics of Cemented Tailings Backfill with Varied Water Loss;Geotechnical and Geological Engineering;2024-07-19

2. Investigating Pore Water Pressure Development in Paste Backfill Under Conditions Mimicking Field Loading;Geotechnical and Geological Engineering;2024-01-23

3. A new acoustic emission characteristic parameter can be utilized to evaluate the failure of cemented paste backfill and rock combination;Construction and Building Materials;2023-08

4. Kink Effect on the Stress Distribution in 2D Backfilled Stopes;Geotechnical and Geological Engineering;2023-04-03

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