relation: https://khub.utp.edu.my/scholars/17398/
title: Comparison of Rectangular Tunnel with Shield Jacking Support and Pipe Roof Support in Finite Element Method
creator: Nasir, M.Y.M.
creator: Mohamad, H.
creator: Alarifi, H.
description: Methods of the Gaussian distribution curve and Finite Element Method (FEM) were applied in predicting ground settlement however, those equations are still incomplete with a trough width parameter, K of soil condition that has evolved from the developing of Kenny Hills tunnel in Malaysia. Therefore, this paper of research analyses pipe roofing and shield support of rectangular tunnel using FEM by PLAXIS 2D software to estimate in occurrences of ground deformations. Charts of maximum ground surface settlement and trough width parameter are developed to show the difference between both lining supports through parametric study comprises variation of soil properties. Results show that pipe roofing support is suitable to be adopted in weak soil condition while shield support is suitable in soil condition with higher stiffness value. K can be concluded with value equal to 0.6 for the rectangular pipe roofing support and 0.7 for rectangular shield support in Kenny Hills soil formation. © 2022, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
publisher: Springer Science and Business Media Deutschland GmbH
date: 2022
type: Article
type: PeerReviewed
identifier:   Nasir, M.Y.M. and Mohamad, H. and Alarifi, H.  (2022) Comparison of Rectangular Tunnel with Shield Jacking Support and Pipe Roof Support in Finite Element Method.  Lecture Notes in Electrical Engineering, 758.  pp. 469-478.  ISSN 18761100     
relation: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85142712402&doi=10.1007%2f978-981-16-2183-3_45&partnerID=40&md5=1246a16278d7df8343856d3925d6d850
relation: 10.1007/978-981-16-2183-3₄₅
identifier: 10.1007/978-981-16-2183-3₄₅