Fuzzy logic based assessment of seismic soil liquefaction potential and its application to foundations of bridge piers-Reference-Cited by-同舟云学术

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Fuzzy logic based assessment of seismic soil liquefaction potential and its application to foundations of bridge piers

Published:2019-06-11 Issue:6 Volume:36 Page:6001-6011
ISSN:1064-1246
Container-title:Journal of Intelligent & Fuzzy Systems
language:
Short-container-title:IFS

Author:

Cavus Ugur S.¹,Kilit Murat²,Zorluer İsmail²,Edil Tuncer B.³

Affiliation:

1. Civil Engineering Department, Technology Faculty of Isparta Applied Sciences University, Isparta, Turkey

2. Civil Engineering Department, Engineering Faculty of Afyon Kocatepe University, Afyonkarahisar, Turkey

3. Civil & Environmental Engineering, College of Engineering, University of Wisconsin, Madison, USA

Publisher

IOS Press

Subject

Artificial Intelligence,General Engineering,Statistics and Probability

Reference42 articles.

1. Liquefaction resistance of soils from shear-wave velocity;Andrus;Journal of Geotechnical and Geoenvironmental Engineering,2000

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. Liquefaction Potential Assessment of Soils Using Machine Learning Techniques: A State-of-the-Art Review from 1994–2021;International Journal of Geomechanics;2023-07

2. Prediction of Unconfined Compressive Strength of Microfine Cement Injected Sands Using Fuzzy Logic Method;Academic Platform Journal of Engineering and Smart Systems;2023-05-18

3. Fuzzy logic assessment of engineering properties of granular soil with wastes for environment protection and road base use;Case Studies in Construction Materials;2021-12

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