Evaluation of grain size and content of nonplastic fines on undrained behavior of sandy soils-Reference-Cited by-同舟云学术

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Evaluation of grain size and content of nonplastic fines on undrained behavior of sandy soils

Published:2020-09-29 Issue:10 Volume:39 Page:1215-1229
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Xu Ling-Yu¹^ORCID,Cai Fei²,Zhang Jing-Zhe³,Pan Dong-Dong³,Wu Qi¹,Chen Guo-Xing¹

Affiliation:

1. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, China

2. Department of Environmental Engineering Science, Gunma University, Kiryu, Japan

3. Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing, China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2020.1821847

Reference38 articles.

1. A state parameter for sands

2. Behavior of Loose Silty Sand of Chlef River: Effect of Low Plastic Fine Contents and Other Parameters

3. A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes

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. Applicability of the concept of equivalent intergranular void ratio to sand-plastic fines mixtures below threshold fines content;Marine Georesources & Geotechnology;2023-08-21

2. Response of soil–pile–superstructure–quay wall system to lateral displacement under horizontal and vertical earthquake excitations;Bulletin of Earthquake Engineering;2022-12-04

3. Undrained cyclic response of a dense saturated sand with various grain sizes and contents of nonplastic fines: Experimental analysis and constitutive modeling;Soil Dynamics and Earthquake Engineering;2021-06

4. Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions;Soil Dynamics and Earthquake Engineering;2021-05

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