Analysis of soil-compacting effect caused by shield tunneling using three-dimensional elastoplastic solution of cylindrical cavity expansion

DOI10.1155/2018/8718274zbMath1427.74127OpenAlexW2804156935WikidataQ129742274 ScholiaQ129742274MaRDI QIDQ1721569

Lalit Borana, Mengxi Zhang, Akbar A. Javadi, Chengyu Hong, Xiao-Qing Zhang

Publication date: 8 February 2019

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2018/8718274

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Cites Work

• Unnamed Item
• Identifying parameters controlling soil delayed behaviour from laboratory andin situpressuremeter testing
• Ground response curves for rock masses exhibiting strain-softening behaviour
• Large Strain Solution for Pressurized Elasto/Plastic Tubes

This page was built for publication: Analysis of soil-compacting effect caused by shield tunneling using three-dimensional elastoplastic solution of cylindrical cavity expansion