Herdiana, Hanifah Hilda and Indrawan, I. Gde Budi and Setiawan, Hendy (2021) Engineering geological mapping for empirical design evaluation of Tunnel 10 of Jakarta - Bandung high-speed railway, Indonesia. In: Geoscience and Environmental Management Symposium, ICST.
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Abstract
An engineering geological mapping was carried out at the construction site of the Tunnel 10 of Jakarta - Bandung High-Speed Railway to obtain data and information of the engineering geological conditions, particularly the rock masses. This research aims to determine the rock mass classes at the tunnel construction site and recommend the tunnel support system based on the Rock Mass Rating (RMR) and the Japan Society of Civil Engineers (JSCE) systems. This research is expected to better understand the rock mass classes, which were previously determined based on the newly applied Basic Quality (BQ) system for the tunnel support empirical design. The results showed that the research area consisted of young volcanic products, namely moderate to highly weathered tuff breccia and andesitic breccia. The uniaxial Compressive Strength (UCS) of rock mass varies between 1-25 MPa. The RMR value ranges from 21 to 40, indicating disintegrated and poor rock mass quality. The proposed tunnel support system is the combination of shotcrete, steel support for top heading and bench support, arch sidewall, and invert concrete. © The Authors, published by EDP Sciences.
Item Type: | Conference or Workshop Item (Paper) |
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Additional Information: | Cited by: 0; All Open Access, Gold Open Access, Green Open Access |
Subjects: | T Technology > TE Highway engineering. Roads and pavements |
Divisions: | Faculty of Engineering > Geological Engineering Department |
Depositing User: | Sri JUNANDI |
Date Deposited: | 28 Oct 2024 04:26 |
Last Modified: | 28 Oct 2024 04:26 |
URI: | https://ir.lib.ugm.ac.id/id/eprint/3826 |