Effect of stress ratio K due to varying overburden topography on crack intensity of tunnel liner.

Effect of stress ratio K due to varying overburden topography on crack intensity of tunnel liner.

A structural health assessment of the tunnel lining is carried out to investigate and mitigate the cause of defects in the tunnel lining to ensure user safety. Many factors affect the tunnel's integrity, causing a wide range of defects. Identifying the possible cause and its relation with the d...

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Bibliographic Details
Main Authors: Islam, Amber, Abdullah, Rini Asnida, Ibrahim, Izni Syahrizal, Lai, Goh Thian, Chaudry, Muhammad Hamid, Junaid, Muhammad, Iqbal, Zafar, Jamal, Norhadziana, Abd. Aziz, Azizul Faiz, Salim, Adam
Format: Article
Published: American Society of Civil Engineers (ASCE) 2023
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/106999/
http://dx.doi.org/10.1061/JPCFEV.CFENG-4281
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Institution: Universiti Teknologi Malaysia

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http://eprints.utm.my/106999/
http://dx.doi.org/10.1061/JPCFEV.CFENG-4281

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