Prediction method of creep settlement considering abrupt factors-Reference-Cited by-同舟云学术

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Prediction method of creep settlement considering abrupt factors

Published:2020-03 Issue: Volume:22 Page:100304
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Yao Yangping,Huang Jian,Wang Naidong,Luo Ting,Han Liming

Funder

National Natural Science Foundation of China

National Program on Key Basic Research Project of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference18 articles.

1. Full-scale creep test and back-analysis of the long-term settlement of heavy-loaded shallow foundations on a high rockfill embankment;Xu;Comput Geotech,2019

2. Embankment prediction and back analysis by means of 2D and 3D finite element analyses;Tschuchnigg;Comput Geotech,2018

3. Application of optimized grey discrete Verhulst–BP neural network model in settlement prediction of foundation pit;Zhang;Environ Earth Sci,2019

4. Post-construction settlement of rockfill dams analyzed via adaptive network-based fuzzy inference systems;Habibagahi;Comput Geotech,2002

5. Settlement analysis of foundation of sand drain;Zeng;J Zhejiang Univ,1959

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3. Prediction of the long-term deformation of high rockfill geostructures using a hybrid back-analysis method;GEOMECH ENG;2024

4. Prediction of high-embankment settlement combining joint denoising technique and enhanced GWO-ν-SVR method;Journal of Rock Mechanics and Geotechnical Engineering;2024-01

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