Discussion: Validation of computational liquefaction for tailings: Tar Island slump-Reference-Cited by-同舟云学术

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Discussion: Validation of computational liquefaction for tailings: Tar Island slump

Published:2022-03-01 Issue:1 Volume:9 Page:56-60
ISSN:2052-6156
Container-title:Geotechnical Research
language:en
Short-container-title:Geotechnical Research

Author:

Shuttle Dawn¹,Marinelli Ferdinando²,Brasile Sandro³,Jefferies Michael¹,Ong Yin Hoe⁴

Affiliation:

1. BGC Engineering, Vancouver, BC, Canada

2. Department of Civil, Architectural and Environmental Engineering, University of Naples Federico II, Naples, Italy

3. Geotechnical Research, Plaxis BV, Delft, the Netherlands

4. Dr Toh Associates SDN BHD, Kuala Lumpur, Malaysia; Geotechnical Consultant, Kuala Lumpur, Malaysia

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgere.22.00003

Reference11 articles.

1. Interpretation of sand state from cone penetration resistance

2. Plastic work and isotropic softening in unloading

3. Soil Liquefaction

Cited by 3 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. A SHANSEP approach to quantifying the behaviour of clayey soils on a constant shear drained stress path;CAN GEOTECH J;2024

2. A SHANSEP approach to quantifying the behaviour of clayey soils on a constant shear drained stress path;Canadian Geotechnical Journal;2023-10-05

3. Editorial;Geotechnical Research;2022-03

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