Consolidated Undrained Shear Behavior of Synthetic Waste Rock and Synthetic Tailings Mixtures-Reference-Cited by-同舟云学术

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Consolidated Undrained Shear Behavior of Synthetic Waste Rock and Synthetic Tailings Mixtures

Published:2018-10-26 Issue:5 Volume:42 Page:20180007
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Hamade Matteus M. P.¹,Bareither Christopher A.²

Affiliation:

1. WALM Engenharia Ltda., Rua Antônio de Albuquerque, N˚156 - 13˚ Andar, Funcionários, Belo Horizonte, Minas Gerais, Brazil

2. Civil & Environmental Engineering Department, Colorado State University, 1372 Campus Delivery, Fort Collins, CO 80523, USA (Corresponding author), e-mail: christopher.bareither@colostate.edu, https://orcid.org/0000-0003-3427-4344

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 5 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. Commingling of Waste Rock and Tailings to Improve “Dry Stack” Performance: Design and Evaluation of Mixtures;Minerals;2023-02-20

2. Hydraulic Conductivity Testing and Destructive Sampling of Field-Scale Mine Waste Test Piles;Canadian Geotechnical Journal;2021-12-13

3. Hydrologic and Environmental Behavior of GeoWaste and Waste Rock in Field Experimental Piles;Mining, Metallurgy & Exploration;2021-03-31

4. Forewarning of Static Liquefaction Landslides;Journal of Geotechnical and Geoenvironmental Engineering;2020-09

5. Development and Assessment of a Seepage-Induced Consolidation Test Apparatus;Geotechnical Testing Journal;2019-08-06

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