Stability assessment of underground parking cavern in Hammerfest

This thesis addresses in detail the stability of the planned parking cavern in Hammerfest. It includes a review on recognized literature of support design for underground constructions, frost issues in tunnels, water inflow and mitigation, numerical modelling, and general stability of underground ca...

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Bibliographic Details
Main Author: Pettersen, Martin Dyhrberg
Other Authors: Panthi, Krishna Kanta, Arntsen, Harald Sverre
Format: Master Thesis
Language:English
Published: NTNU 2014
Subjects:
Online Access:http://hdl.handle.net/11250/2445669
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spelling ftntnutrondheimi:oai:ntnuopen.ntnu.no:11250/2445669 2023-05-15T16:32:50+02:00 Stability assessment of underground parking cavern in Hammerfest Pettersen, Martin Dyhrberg Panthi, Krishna Kanta Arntsen, Harald Sverre 2014 http://hdl.handle.net/11250/2445669 eng eng NTNU ntnudaim:11412 http://hdl.handle.net/11250/2445669 Tekniske geofag Ingeniørgeologi og bergmekanikk Master thesis 2014 ftntnutrondheimi 2019-09-17T06:52:26Z This thesis addresses in detail the stability of the planned parking cavern in Hammerfest. It includes a review on recognized literature of support design for underground constructions, frost issues in tunnels, water inflow and mitigation, numerical modelling, and general stability of underground caverns. Studying the local and regional geology reviled that the rock mass is mainly composed of gneiss, with some small amount of quartzite. The rock mass is expected to be strong (RMR>60, Q>10) but encountering a zone of weak rock mass(Q<0.01) is anticipated. Two cases of underground facilities in Norway are reviewed with emphasis on key experiences, support requirement, and monitoring. Support needed for the Hammerfest parking cavern is suggested by analytical, empirical approaches. Finalized rock support measures are quantified and tested with numerical modelling. The cavern is expected to be sufficiently supported with rock bolts and shotcrete. However, if weak rock is encountered, reinforced shotcrete arches and spiling bolts will be needed. Kinematic assessment is carried out identifying possible failing wedges in the roof and walls. Leakage of water is discussed and consequences of draining surface ponds are evaluated. Some leakage is expected in the cavern based on field observations however, levels are generally anticipated as dripping. Ahead-of-face investigations are concluded necessary to identify possible high water conduction near the weak rock mass zone. There will be need for grouting should the water leakage exceed quantified limits given in the thesis. Frost intrusion to the cavern is modelled and discussed. It has been recognized that frost will enter the cavern and sufficient mitigation is suggested. Master Thesis Hammerfest NTNU Open Archive (Norwegian University of Science and Technology) Norway
institution Open Polar
collection NTNU Open Archive (Norwegian University of Science and Technology)
op_collection_id ftntnutrondheimi
language English
topic Tekniske geofag
Ingeniørgeologi og bergmekanikk
spellingShingle Tekniske geofag
Ingeniørgeologi og bergmekanikk
Pettersen, Martin Dyhrberg
Stability assessment of underground parking cavern in Hammerfest
topic_facet Tekniske geofag
Ingeniørgeologi og bergmekanikk
description This thesis addresses in detail the stability of the planned parking cavern in Hammerfest. It includes a review on recognized literature of support design for underground constructions, frost issues in tunnels, water inflow and mitigation, numerical modelling, and general stability of underground caverns. Studying the local and regional geology reviled that the rock mass is mainly composed of gneiss, with some small amount of quartzite. The rock mass is expected to be strong (RMR>60, Q>10) but encountering a zone of weak rock mass(Q<0.01) is anticipated. Two cases of underground facilities in Norway are reviewed with emphasis on key experiences, support requirement, and monitoring. Support needed for the Hammerfest parking cavern is suggested by analytical, empirical approaches. Finalized rock support measures are quantified and tested with numerical modelling. The cavern is expected to be sufficiently supported with rock bolts and shotcrete. However, if weak rock is encountered, reinforced shotcrete arches and spiling bolts will be needed. Kinematic assessment is carried out identifying possible failing wedges in the roof and walls. Leakage of water is discussed and consequences of draining surface ponds are evaluated. Some leakage is expected in the cavern based on field observations however, levels are generally anticipated as dripping. Ahead-of-face investigations are concluded necessary to identify possible high water conduction near the weak rock mass zone. There will be need for grouting should the water leakage exceed quantified limits given in the thesis. Frost intrusion to the cavern is modelled and discussed. It has been recognized that frost will enter the cavern and sufficient mitigation is suggested.
author2 Panthi, Krishna Kanta
Arntsen, Harald Sverre
format Master Thesis
author Pettersen, Martin Dyhrberg
author_facet Pettersen, Martin Dyhrberg
author_sort Pettersen, Martin Dyhrberg
title Stability assessment of underground parking cavern in Hammerfest
title_short Stability assessment of underground parking cavern in Hammerfest
title_full Stability assessment of underground parking cavern in Hammerfest
title_fullStr Stability assessment of underground parking cavern in Hammerfest
title_full_unstemmed Stability assessment of underground parking cavern in Hammerfest
title_sort stability assessment of underground parking cavern in hammerfest
publisher NTNU
publishDate 2014
url http://hdl.handle.net/11250/2445669
geographic Norway
geographic_facet Norway
genre Hammerfest
genre_facet Hammerfest
op_relation ntnudaim:11412
http://hdl.handle.net/11250/2445669
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