Modelling progressive hardening of shotcrete in convergence-confinement approach to tunnel design-Reference-Cited by-同舟云学术

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Modelling progressive hardening of shotcrete in convergence-confinement approach to tunnel design

Published:1997-07 Issue:3 Volume:12 Page:425-431
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Oreste P.P.,Pella D.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference25 articles.

1. Three-dimensional simulation of an advancing tunnel supported with forepoles, shotcrete, steel ribs and rockbolts;Aydan,1988

2. Ground response curves for rock tunnels;Brown;Journal of Geotechnical Engineering,1983

3. Tunnel design considering rock mass and shotcrete time-dependent properties;Celestino,1994

4. FLAC Basics;Coetzee,1993

5. Explicit finite difference methods in geomechanics;Cundall,1976

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1. Study on mechanical properties of shotcrete lattice girder in a tunnel considering the excavation effect at early-age;Structures;2024-04

2. Mechanical characteristics and stability analysis of an innovative type of steel–concrete composite support in shallow-buried excavation tunnels;Tunnelling and Underground Space Technology;2024-03

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4. Thermomechanical behavior of tunnel linings in the geothermal environment: Field tests and analytical study;Tunnelling and Underground Space Technology;2023-07

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