Prediction of the failure point settlement in rockfill dams based on spatial-temporal data and multiple-monitoring-point models-Reference-Cited by-同舟云学术

Prediction of the failure point settlement in rockfill dams based on spatial-temporal data and multiple-monitoring-point models

Published:2021-09 Issue: Volume:243 Page:112658
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Li Yanlong^ORCID,Min Kaiyi^ORCID,Zhang Ye,Wen Lifeng

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

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2. Quantitative assessment of the concrete gravity dam damage under earthquake excitation using electro-mechanical impedance measurements;Zhao;Eng Struct,2019

3. Settlement analysis of the Shuibuya concrete-face rockfill dam;Zhou;Comput Geotech,2011

4. Multilevel prediction of missing time series dam displacements data based on artificial neural networks voting evaluation;Hamzic;Man Cybernet Syst,2016

5. Dam safety analysis based on stepwise regression model;Hu;Adv Mater Res,2011

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