A framework for coupled consolidation-desiccation behaviour of clay slurries-Reference-Cited by-同舟云学术

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A framework for coupled consolidation-desiccation behaviour of clay slurries

Published:2018-03 Issue:2 Volume:28 Page:275-280
ISSN:2095-2686
Container-title:International Journal of Mining Science and Technology
language:en
Short-container-title:International Journal of Mining Science and Technology

Author:

Khan Faseel S.,Azam Shahid

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Energy Engineering and Power Technology,Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. 10 m standpipe tests on oil sands tailings: long-term experimental results and prediction;Jeeravipoolvarn;Can Geotech J,2009

2. Consolidation characteristics of phosphatic clays;Abu-Hejleh;J Geotech Eng ASCE, New-York,1996

3. Bajwa T, Simms P. Evolution of microstructure during desiccation of oil sands mature fine tailings. In: Proceedings of the 18th international conference on soil mechanics and geotechnical engineering. Paris; 2013. p. 1085–1088.

4. Paste and thickened tailings-a guide;Jewell,2015

5. Soil mechanics in engineering practice;Terzaghi,1996

Cited by 2 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. Effect of compaction on desiccation and consolidation behavior of clay tills;Innovative Infrastructure Solutions;2021-10-12

2. Experimental Research on the Adhesion Characteristics of Clay to Structures with Different Materials;Geofluids;2021-08-04

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