Tunnel Boring Machines in Hong Kong

Society for Mining, Metallurgy & Exploration
Ian McFeat-Smith Odd G. Askilsrud
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
13
File Size:
510 KB
Publication Date:
Jan 1, 1993

Abstract

Introduction Given the mountainous nature of the local igneous terrain, hard rock tunnelling plays an important role in the development of Hong Kong's infrastructure. In 1990, tenderers for two tunnel projects were encouraged to consider using hard rock TBMs, the territories' first. As a result the 7.5km long, 3.56m diameter Tolo Effluent Tunnel and the 5.3km long, 4.8m diameter Hong Kong Electric Cable Tunnel were excavated by hard rock TBMs. The successful completion of both projects in 1992 should make the TBM method an attractive construction alternative for planned, upcoming projects in Hong Kong. Tunnelling Conditions Tunnelling solutions are frequently adopted in Hong Kong due to the intensity of development, lack of flat landscape and proximity of mountainous terrain to the main centers of population. This is carried out primarily in granites or granitic-type rocks which surround Victoria harbour, and to a lesser extent in the outlying volcanic rocks which include extremely hard tuffs and lavas. Tunnelling will generally take place in granitic rocks, normally about 100-250 MPa in strength, and with an average joint spacing of 0.3m and a quartz content of 30-
Citation

APA: Ian McFeat-Smith Odd G. Askilsrud  (1993)  Tunnel Boring Machines in Hong Kong

MLA: Ian McFeat-Smith Odd G. Askilsrud Tunnel Boring Machines in Hong Kong. Society for Mining, Metallurgy & Exploration, 1993.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account