The deformation monitoring of foundation pit by back propagation neural network and genetic algorithm and its application in geotechnical engineering-Reference-Cited by-同舟云学术

The deformation monitoring of foundation pit by back propagation neural network and genetic algorithm and its application in geotechnical engineering

Published:2020-07-01 Issue:7 Volume:15 Page:e0233398
ISSN:1932-6203
Container-title:PLOS ONE
language:en
Short-container-title:PLoS ONE

Author:

Luo Jie,Ren Ran,Guo Kangde^ORCID

Publisher

Public Library of Science (PLoS)

Subject

Multidisciplinary

Reference23 articles.

1. Comparison and Selection of Supporting Schemes for Foundation Pit[J];B Li;International Core Journal of Engineering,2019

2. Influence of soil parameters on deformation of retaining structure of deep foundation pit[J];X Zhang;Liaoning Gongcheng Jishu Daxue Xuebao (Ziran Kexue Ban)/Journal of Liaoning Technical University (Natural Science Edition),2018

3. Analysis on the Influence of Adjacent Double Foundation Pit Excavation on Tunnel Deformations[J]. Shanghai Ligong Daxue Xuebao/;Z Zhang;Journal of University of Shanghai for Science and Technology,2017

4. In-situ Monitoring Analyses of the Influences of Deep Foundation Pit Excavation on Adjacent Metro Tunnels and Surrounding Strata[J];Z Zhang;Modern Tunnelling Technology,2017

5. Research on prediction model of geotechnical parameters based on BP neural network[J];K Cui;Neural Computing and Applications,2019

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