Effect of Stress Ratio K due to Varying Overburden Topography on Crack Intensity of Tunnel Liner-Reference-Cited by-同舟云学术

Effect of Stress Ratio K due to Varying Overburden Topography on Crack Intensity of Tunnel Liner

Published:2023-08 Issue:4 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Islam Amber¹^ORCID,Abdullah Rini Asnida²,Ibrahim Izni Syahrizal³,Lai Goh Thian⁴^ORCID,Chaudry Muhammad Hamid⁵,Junaid Muhammad⁶,Iqbal Zafar⁷,Jamal Norhadziana⁸,Abd Aziz Azizul Faiz⁹,Salim Adam¹⁰

Affiliation:

1. Ph.D. Scholar, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor 81310, Malaysia. ORCID: .

2. Associate Professor, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor 81310, Malaysia (corresponding author).

3. Associate Professor, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor 81310, Malaysia.

4. Senior Lecturer, Dept. of Earth and Environmental Sciences, Universiti Kebangssan Malaysia, Bangi, Selangor 43600, Malaysia. ORCID: .

5. Assistant Professor, Centre for Geographic Information System, Univ. of the Punjab, F7H8 + HFV, Canal Rd., Quaid-i-Azam Campus, Lahore, Punjab 54590, Pakistan.

6. Assistant Professor, Dept. of Sustainable Advanced Geomechanical Engineering, National Univ. of Sciences and Technology, Risalpur Campus, Islamabad 24080, Pakistan.

7. Assistant Professor, Institute of Civil Engineering-School of Civil and Environmental Engineering, National Univ. of Sciences and Technology, H-12, Islamabad 44000, Pakistan.

8. Professional Engineer, Projek Lebuhraya Utara Selatan (PLUS) Malaysia Berhad, Menara Korporat, Persada Projek Lebuhraya Utara Selatan (PLUS) Persimpangan Bertingkat Subang KM15, New Klang Valley Expy, Petaling Jaya, Selangor 47301, Malaysia.

9. Professional Technologist, Projek Lebuhraya Utara Selatan (PLUS) Malaysia Berhad, Menara Korporat, Persada PLUS Persimpangan Bertingkat Subang KM15, New Klang Valley Expy, Petaling Jaya, Selangor 47301, Malaysia.

10. Professional Engineer, GJ Runding Sdn. Bhd., 5 & 7, Jalan Titiwangsa 3, Taman Tampoi Indah, Johor Bahru, Johor 81200, Malaysia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4281

Reference55 articles.

1. Studying the effect of some parameters on the stability of shallow tunnels

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4. Investigating continual damage of a nineteenth century masonry tunnel;Chiu Y.-C.;Proc. Inst. Civ. Eng. Forensic Eng.,2014

5. A novel characteristic matrix approach for analyzing displacement patterns of tunnels in operation

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