3D numerical investigation of the effects of driving of the new mechanized tunnel on existing segmental linings and ground surface settlements - a case study: Shiraz metro line 2-Reference-Cited by-同舟云学术

3D numerical investigation of the effects of driving of the new mechanized tunnel on existing segmental linings and ground surface settlements - a case study: Shiraz metro line 2

Published:2020-09-11 Issue: Volume: Page:1-12
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Pirastehfar Keivan¹,Shivaei Sina²^ORCID,Sadaghiani Mohammad H.¹,Nikooee Ehsan²^ORCID

Affiliation:

1. Department of Civil Engineering, Sharif University of Technology, Tehran, Iran

2. Department of Civil & Environmental Engineering, Shiraz University, Shiraz, Iran

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2020.1816381

Reference58 articles.

1. ABAQUS. 2016. “ABAQUS User’s and Theory Manuals.” Providence, RI: Dassault Systèmes Simulia Corp.

2. Interaction of twin tunnels and shallow foundation at Zand underpass, Shiraz metro, Iran

3. An observational excavation control method for adjacent mountain tunnels

4. Behan Sadd Consulting Engineers. 2012. “Report of Technical Specifications of Shiraz Metro EPB-TMB.” Shiraz: SURO.

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