Data on evolutionary hybrid neural network approach to predict shield tunneling-induced ground settlements.

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Department of Civil and Environmental Engineering, the Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong, China.

Published: December 2020

AI Article Synopsis

  • The article presents a dataset on ground settlements from shield tunneling in Guangzhou Metro Line No. 9, highlighting field monitoring results of two tunnel lines.
  • It includes 17 key variables divided into geological conditions and shield operation parameters, with specific data presented over time.
  • The dataset also addresses the impact of karst formations near the tunnels and is intended to enhance settlement databases and train AI models for predicting ground settlements.

Article Abstract

The dataset presented in this article pertains to records of shield tunneling-induced ground settlements in Guangzhou Metro Line No. 9. Field monitoring results obtained from both the two tunnel lines are put on display. In total, 17 principal variables affecting ground settlements are tabulated, which can be divided into two categories: geological condition parameters and shield operation parameters. Shield operation parameters are specifically provided in time series. Another value of the dataset is the consideration of karst encountered in the shield tunnel area including the karst cave height, the distance between karst cave and tunnel invert, and the karst cave treatment scheme. The dataset can be used to enrich the database of settlement caused by shield tunneling as well as to train artificial intelligence-based ground settlement prediction models. The dataset presented herein were used for the article titled "Evolutionary hybrid neural network approach to predict shield tunneling-induced ground settlements" (Zhang et al., 2020).

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Source
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC7649604PMC
http://dx.doi.org/10.1016/j.dib.2020.106432DOI Listing

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Article Synopsis
  • The article presents a dataset on ground settlements from shield tunneling in Guangzhou Metro Line No. 9, highlighting field monitoring results of two tunnel lines.
  • It includes 17 key variables divided into geological conditions and shield operation parameters, with specific data presented over time.
  • The dataset also addresses the impact of karst formations near the tunnels and is intended to enhance settlement databases and train AI models for predicting ground settlements.
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Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction.

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November 2016

Beijing Municipal Construction Co., Ltd., Beijing, China.

Introduction: Beijing subway line 14 includes four stations and approximately 2.8 km of tunnels between the Dongfengbeiqiao and Jingshunlu areas of the city. Due to the surface and underground space limitations of this section, a double-track running tunnel instead of two single-track running tunnels was adopted to connect the two stations.

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