An analytical solution for design of pressure tunnels considering seepage loads

DOI10.1016/J.APM.2018.05.032zbMath1460.74064OpenAlexW2806692806WikidataQ129758764 ScholiaQ129758764MaRDI QIDQ2306754

Mohammad Reza Zareifard

Publication date: 26 March 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2018.05.032

zbMATH Keywords

effective stresshydro-mechanical modellining designporoelastic rock

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

Related Items (1)

Coupled solid-fluid response of deep tunnels excavated in saturated rock masses with a time-dependent plastic behaviour

Cites Work

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