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2021 | OriginalPaper | Chapter

Greenfield Settlement of KVMRT SSP Line 2 in Kuala Lumpur Limestone Formation

Authors : Noor Azlina Azhari, Hisham Mohamad

Published in: ICCOEE2020

Publisher: Springer Singapore

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Abstract

Significant growth have been achieved in many major cities around the world. The demand of better connectivity through various transportation infrastructure has led to ever more reliance to underground space such as tunnels. Hence engineering-wise, a more reliable design reference will provide better ground movement estimation from the ground excavation. The instrument monitoring data for the Klang Valley Mass Rapid Transit (KVMRT-SSP) Line 2, Malaysia in Kuala Lumpur Limestone formation is presented in this paper to assess the magnitude of ground movement during tunnelling works. Back calculation of settlement trough width parameter, K and volume loss, VL are presented in this paper. Based on 13 arrays of ground settlement markers (GSM) records, the averaged back-calculated K is 0.9 whereas VL ranges from 0.16% to 0.21%. The information is useful for future tunnelling especially of similar ground characteristics in estimation of ground movement.

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Metadata
Title
Greenfield Settlement of KVMRT SSP Line 2 in Kuala Lumpur Limestone Formation
Authors
Noor Azlina Azhari
Hisham Mohamad
Copyright Year
2021
Publisher
Springer Singapore
Book
ICCOEE2020

Print ISBN: 978-981-336-310-6

Electronic ISBN: 978-981-336-311-3

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-33-6311-3_116