FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT

Trough width parameter, K found from the literature mostly were designed for circular shape tunnel and estimation of inflection point, i for rectangular tunnel is yet to be identified by any researcher. Generally, the aim of the study is to do a research on the value of i induce by rectangular tunne...

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Bibliographic Details
Main Author: MOHD NASIR, MUHAMMAD YUSOFF
Format: Thesis
Language:English
Published: 2021
Subjects:
Online Access:http://utpedia.utp.edu.my/id/eprint/20500/1/Muhammad%20Yusoff%20Mohd%20Nasir_18003578.pdf
http://utpedia.utp.edu.my/id/eprint/20500/
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Institution: Universiti Teknologi Petronas
Language: English