Cyclic Behavior of Low-Plasticity Fine-Grained Soils with Varying Pore-Fluid Salinity-Reference-Cited by-同舟云学术

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Cyclic Behavior of Low-Plasticity Fine-Grained Soils with Varying Pore-Fluid Salinity

Published:2018-06-07 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Earthquake Engineering and Soil Dynamics V
language:
Short-container-title:

Author:

Eslami Mohammad M.,Brandenberg Scott J.,Stewart Jonathan P.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481486.018

Reference23 articles.

1. Proc. Of the 6thInternational Conference on Earthquake Geotechnical Engineering Christchurch New Zealand Cyclic strength of clay-like materials B. Ajmera T. Brandon B Tiwari 2015

2. Proc. 12th World Conference on Earthquake Engineering Auckland New Zealand Criteria for liquefaction of silty soils D. C. A. Andrews G. R. Martin 2000

Cited by 4 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. Revised Soil Classification System: Implementation and Engineering Implications;Journal of Geotechnical and Geoenvironmental Engineering;2023-11

2. Analysis of dynamic properties and transitional failure of clay–sand mixture in fine-grained soil based on mineral composition;Engineering Geology;2022-01

3. Bearing capacity of shallow foundation under cyclic load on cohesive soil;Computers and Geotechnics;2020-07

4. Performance of Bounding Surface Constitutive Models in Predicting Cyclic Behavior of Low-Plasticity Fine-Grained Soils;Geo-Congress 2019;2019-03-21

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