Phase Relations for Saline Slurry-Deposited Tailings-Reference-Cited by-同舟云学术

Phase Relations for Saline Slurry-Deposited Tailings

Published:2022-02-14 Issue:3 Volume:45 Page:20210183
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Aghazamani Neelufar¹,Scalia Joseph²,Bareither Christopher A.²

Affiliation:

1. Department of Civil & Environmental Engineering, Colorado State University, 1372 Campus Delivery, Fort Collins, CO 80523-1372, USA (Corresponding author), e-mail: neelufar.aghazamani@colostate.edu, https://orcid.org/0000-0003-4717-8503

2. Department of Civil & Environmental Engineering, Colorado State University, 1372 Campus Delivery, Fort Collins, CO 80523-1372, USA, https://orcid.org/0000-0001-6627-3376 (J.S.), https://orcid.org/0000-0003-3427-4344 (C.A.B.)

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference27 articles.

1. Consolidation Characteristics of Phosphatic Clays;Abu-Hejleh;Journal of Geotechnical Engineering,1996

2. ASTM International. 2014. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. ASTM D854-14. West Conshohocken, PA: ASTM International, approved May 1, 2014. https://doi.org/10.1520/D0854-14

3. ASTM International. 2018. Standard Test Methods for Filterable Matter (Total Dissolved Solids) and Nonfilterable Matter (Total Suspended Solids) in Water. ASTM D5907-18. West Conshohocken, PA: ASTM International, approved May 1, 2018. https://doi.org/10.1520/D5907-18

4. Davies, M. n.d. “Filtered Dry Stacked Tailings—The Fundamentals.” Paper presented at the Tailings & Mine Waste Conference 2018, Vancouver, Canada, September–October 2018.

5. Estepho, M. “Seepage Induced Consolidation Test: Characterization of Mature Fine Tailings.” Master’s thesis, The University of British Columbia, 2014.