Back-analysing rock mass modulus from monitoring data of two tunnels in Sydney, Australia
This paper presents two case studies where the rock mass modulus and in situ stress are estimated from the monitoring data obtained during the construction of underground excavations in Sydney, Australia. The case studies comprise the widening of existing twin road tunnels within Hawkesbury sandston...
Main Author: | |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2017-10-01
|
Series: | Journal of Rock Mechanics and Geotechnical Engineering |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775516302104 |
_version_ | 1818546147746119680 |
---|---|
author | Robert Bertuzzi |
author_facet | Robert Bertuzzi |
author_sort | Robert Bertuzzi |
collection | DOAJ |
description | This paper presents two case studies where the rock mass modulus and in situ stress are estimated from the monitoring data obtained during the construction of underground excavations in Sydney, Australia. The case studies comprise the widening of existing twin road tunnels within Hawkesbury sandstone and the excavation of a large cavern within Ashfield shale. While back-analysis from detailed systematic monitoring has been previously published, this paper presents a relatively simple methodology to derive rock mass modulus and in situ stress from the relatively simple displacement data routinely recorded during tunnelling. |
first_indexed | 2024-12-12T07:49:15Z |
format | Article |
id | doaj.art-12c2e69c45d548f3b1b4d3cce5bb60f2 |
institution | Directory Open Access Journal |
issn | 1674-7755 |
language | English |
last_indexed | 2024-12-12T07:49:15Z |
publishDate | 2017-10-01 |
publisher | Elsevier |
record_format | Article |
series | Journal of Rock Mechanics and Geotechnical Engineering |
spelling | doaj.art-12c2e69c45d548f3b1b4d3cce5bb60f22022-12-22T00:32:29ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552017-10-019587789110.1016/j.jrmge.2017.05.005Back-analysing rock mass modulus from monitoring data of two tunnels in Sydney, AustraliaRobert Bertuzzi0Pells Sullivan Meynink, North Ryde, NSW 2113, AustraliaThis paper presents two case studies where the rock mass modulus and in situ stress are estimated from the monitoring data obtained during the construction of underground excavations in Sydney, Australia. The case studies comprise the widening of existing twin road tunnels within Hawkesbury sandstone and the excavation of a large cavern within Ashfield shale. While back-analysis from detailed systematic monitoring has been previously published, this paper presents a relatively simple methodology to derive rock mass modulus and in situ stress from the relatively simple displacement data routinely recorded during tunnelling.http://www.sciencedirect.com/science/article/pii/S1674775516302104Back-analysisRock mass modulusIn situ stressSydney tunnels |
spellingShingle | Robert Bertuzzi Back-analysing rock mass modulus from monitoring data of two tunnels in Sydney, Australia Journal of Rock Mechanics and Geotechnical Engineering Back-analysis Rock mass modulus In situ stress Sydney tunnels |
title | Back-analysing rock mass modulus from monitoring data of two tunnels in Sydney, Australia |
title_full | Back-analysing rock mass modulus from monitoring data of two tunnels in Sydney, Australia |
title_fullStr | Back-analysing rock mass modulus from monitoring data of two tunnels in Sydney, Australia |
title_full_unstemmed | Back-analysing rock mass modulus from monitoring data of two tunnels in Sydney, Australia |
title_short | Back-analysing rock mass modulus from monitoring data of two tunnels in Sydney, Australia |
title_sort | back analysing rock mass modulus from monitoring data of two tunnels in sydney australia |
topic | Back-analysis Rock mass modulus In situ stress Sydney tunnels |
url | http://www.sciencedirect.com/science/article/pii/S1674775516302104 |
work_keys_str_mv | AT robertbertuzzi backanalysingrockmassmodulusfrommonitoringdataoftwotunnelsinsydneyaustralia |