A new failure criterion for determining the cyclic resistance of low-plasticity fine-grained tailings-Reference-Cited by-同舟云学术

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A new failure criterion for determining the cyclic resistance of low-plasticity fine-grained tailings

Published:2019-11 Issue: Volume:261 Page:105273
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Ke Xiqun,Chen Junsheng,Shan Yi

Funder

State Key Laboratory of Subtropical Building Science

Fundamental Research Funds for the Central Universities

Scientific research project of Guangzhou science and technology

CCCC Fourth harbor Engineering Institute Co., Ltd.

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Cyclic behaviour of reconstituted and dessicated-rewet thickened gold tailings in simple shear;Al-Tarhouni;Can. Geotech. J.,2011

2. Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method;ASTM: D1556 / D1556M-15e1,2015

3. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System);ASTM: D2487-11,2011

4. Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soils;ASTM: D5311,2013

5. Standard Test Method for Consolidated Drained Triaxial Compression Test for Soils;ASTM: D7181-11,2011

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1. Effect of Fines Content on Cyclic Strength Development of Sand–Clay Mixtures under Cyclic Loading: A Process Evaluation Using Energy Methods;International Journal of Geomechanics;2024-11

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4. Energy-based liquefaction assessment of partially and fully saturated clayey sands;Engineering Geology;2024-03

5. Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering;Journal of Geotechnical and Geoenvironmental Engineering;2024-01

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