Effects of different empirical tunnel design approaches on rock mass behaviour during tunnel widening-Reference-Cited by-同舟云学术

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Effects of different empirical tunnel design approaches on rock mass behaviour during tunnel widening

Published:2019-12 Issue:12 Volume:5 Page:e02944
ISSN:2405-8440
Container-title:Heliyon
language:en
Short-container-title:Heliyon

Author:

Khan Babar^ORCID,Jamil S. Muhammad,Jafri Turab H.^ORCID,Akhtar Kamran

Funder

National Highway Authority

Publisher

Elsevier BV

Subject

Multidisciplinary

Reference41 articles.

1. Austrian standards on B 2203-1 and-2 for underground works;NATM;Felsbau,2003

2. Engineering classification of jointed rock masses;Bieniawski;Civil Engineer in South Africa,1973

3. Engineering classification of rock masses for the design of tunnel support;Barton;Rock Mech.,1974

4. Ground behaviour and rock engineering tools for underground excavations;Palmstrom;Tunn. Undergr. Space Technol.,2007

5. In Support determinations based on geologic predictions;Wickham;N Am Rapid Excav & Tunnelling Conf Proc,1972

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1. Numerical Simulation and Field Monitoring of Blasting Vibration for Tunnel In-Situ Expansion by a Non-Cut Blast Scheme;Sensors;2024-07-13

2. Numerical Back Analyses of Time-Dependent Deformations of Tunnels in the Himalayas;Lecture Notes in Civil Engineering;2024

3. Pressure-Shear Crack Initiation and Expansion Mechanism of Complex Cracked Rock Mass under the Seepage Stress;Advances in Civil Engineering;2023-12-07

4. Risk Assessment Method and Application for Tunnel Lining Demolition Construction;Applied Sciences;2023-10-29

5. Evaluating construction parameters of HB and CD methods for super large section tunnel: a case study;Scientific Reports;2023-09-22

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