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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| Format: | Thesis |
| Language: | English |
| Published: |
2020
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| 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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