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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Main Author: MOHD NASIR, MUHAMMAD YUSOFF
Format: Thesis
Language: English
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-utpedia.20500 /
Published: 2020
Subjects:
Online Access: http://utpedia.utp.edu.my/20500/1/Muhammad%20Yusoff%20Mohd%20Nasir_18003578.pdf
http://utpedia.utp.edu.my/20500/
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