To read this content please select one of the options below:

Evaluation of Strength and Deformability of Jointed of Metasedimentary Rock At NATM-1, Karak, Pahang

Afikah Binti Rahim (School of Civil Engineering, UTM)
Hareyani Zabidi (Universiti Sains Malaysia)
Najib (Universitas Diponegoro, Indonesia)

Sustainability Management Strategies and Impact in Developing Countries

ISBN: 978-1-80262-450-2, eISBN: 978-1-80262-449-6

Publication date: 25 April 2022

Abstract

The correlations between mechanical behaviour, tensile strength, and rock parameters of metasedimentary rock samples in Karak, Pahang’s New Austrian Tunnelling Method (NATM) were statistically evaluated from the rock mechanic laboratory works at the selected sections around 2,000 m of the tunnel (named as NATM-1). According to a statistical analysis, lithotypes, geological structures, and region geology have a significant impact on the mechanical behaviour of the metasedimentary rock. In the Brazilian test, the fracture behaviour of the disc specimens was highly related to the reliability and precision of the experimental data by validations of methods. In this work, the impact of different loading methods and rock lithotypes on the failure mechanism of Brazilian discs was examined utilising five different metasedimentary rock types and three different loading methods. During the loading operation, the strain and displacement fields of the specimens were recorded and evaluated using a computerised strain gauge system. The rock types, according to experimental data, have a significant impact on the peak load and deformation properties of Brazilian discs. With the method below, tensile strength point of a disc specimen is clearly regulated by the material stiffness and tensile–compression ratio. Seismic occurrences have had a substantial impact on changing the rock and exerting forces that may affect its mechanical characteristics as well as its vulnerability to weathering effects or discontinuities. As a result, the goal of this study is to look into the connection between rock mechanics and metasedimentary rock stress analysis in NATM-1, Karak, Pahang.

Keywords

Acknowledgements

Acknowledgements

This work was supported by the Fundamental Research Grant Scheme (FRGS) awarded by the Ministry of Education of Malaysia entitle ‘Enhanced Coalbed Methane Recovery Processes by Coupling Fluid Flow of Mukah-Balingian Coal Deposits’ with the referral no. R.J130000.7851.5F371. This work was supported by the Universiti Teknologi Malaysia Encouragement Research Grant (UTMER) awarded by Universiti Teknologi Malaysia entitle ‘Diagnosis of Alkali-Aggregate Reaction – Polarizing Microscopy and SEMEDS Analysis’ with the referral no. Q.J130000.3851.19J79.

Citation

Rahim, A.B. and Zabidi, H. (2022), "Evaluation of Strength and Deformability of Jointed of Metasedimentary Rock At NATM-1, Karak, Pahang", Din, M.F.M., Alias, N.E., Hussein, N. and Zaidi, N.S. (Ed.) Sustainability Management Strategies and Impact in Developing Countries (Community, Environment and Disaster Risk Management, Vol. 26), Emerald Publishing Limited, Leeds, pp. 279-295. https://doi.org/10.1108/S2040-726220220000026022

Publisher

:

Emerald Publishing Limited

Copyright © 2022 Afikah Binti Rahim, Hareyani Zabidi and Najib