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Multivariate evaluation of blast damage from emulsion explosives in tunnels excavated in crystalline rock
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi. Svensk Kärnbränslehantering AB.
EDZ Consulting AB.
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.ORCID-id: 0000-0002-5165-4229
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
2019 (engelsk)Inngår i: Tunnelling and Underground Space Technology, ISSN 0886-7798, E-ISSN 1878-4364, Vol. 85, s. 331-339Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

Blast damage in tunnels is usually regulated in Swedish infrastructure contracts as it can influence the quality and lifecycle cost for tunneling projects. The topic is important for underground constructions with a long operation period such as tunnels for public transport, permanent access tunnels in mines or underground repositories for nuclear waste. This paper aims to evaluate the influence of design and geology variables on the resulting blast fracture length and frequency by means of multivariate data analysis. The analysis was based on data from five field investigations carried out at tunnel sites in Sweden and Finland where emulsion explosives were used. Data was compiled and analyzed using Principal Component Analysis (PCA). Charge concentration was found to be the most influential design variable and hole spacing had limited influence on blast fracturing. Results from the PCA suggest that blast fractures length could be dependent also on geology and natural fractures. Three main groups of fracture patterns were identified, one group with relatively few and short blast fractures, a group with several longer blast fractures and a group with few or a single long blast fracture. The result shows differences in fracture length between the column and bottom charge part of the contour holes, with blast fracture lengths up to approx. 40 cm for the column charge and up to approx. 60 cm for the bottom charge.

sted, utgiver, år, opplag, sider
Elsevier, 2019. Vol. 85, s. 331-339
Emneord [en]
Blasting, Blast damage, Emulsion explosives, Mechanized charging, Principal Component Analysis
HSV kategori
Forskningsprogram
Gruv- och berganläggningsteknik
Identifikatorer
URN: urn:nbn:se:ltu:diva-67454DOI: 10.1016/j.tust.2018.12.021ISI: 000457512000031Scopus ID: 2-s2.0-85059473074OAI: oai:DiVA.org:ltu-67454DiVA, id: diva2:1179595
Forskningsfinansiär
Rock Engineering Research Foundation (BeFo)
Merknad

Validerad;2019;Nivå 2;2019-01-10 (svasva)

Tilgjengelig fra: 2018-02-01 Laget: 2018-02-01 Sist oppdatert: 2019-04-23bibliografisk kontrollert
Inngår i avhandling
1. Excavation damage from blasting with emulsion explosives: Quality control and macro fracturing in the remaining rock
Åpne denne publikasjonen i ny fane eller vindu >>Excavation damage from blasting with emulsion explosives: Quality control and macro fracturing in the remaining rock
2018 (engelsk)Licentiatavhandling, med artikler (Annet vitenskapelig)
Abstract [en]

Excavation damage is usually regulated in Swedish infrastructure tunnel contracts as it can influence the quality and lifecycle cost for tunneling projects. The topic is important for underground constructions with a long operation period such as tunnels for public transport, permanent access tunnels in mines or underground repositories for nuclear waste. In competent crystalline rock, excavation damage is often simplified to macro fractures induced by blasting as this has the most significant impact on the remaining rock. Blasting in Scandinavian tunneling projects is mostly conducted with pumpable emulsion explosives and a good result is often dependent on control of the charging process, i.e. that the explosives are charged according to the blast design.

This thesis is based on data from five field investigations carried out in Sweden and Finland. In addition, data from a case study on quality control and documentation in a tunnel excavation project in Äspö Hard Rock Laboratory (HRL) is also included. Data on blast fracture length and frequency have been compiled from all sites, where emulsion explosives were used. The sites include experimental tunnels, a road tunnel, an underground depot for subway trains and a wastewater tunnel. Data from the field investigations have been analyzed using statistical methods including statistical hypothesis test and multivariate data analysis by means of Principal Component Analysis (PCA).

The evaluation method gives indications as to how blast design and geology influence the development of blast fractures. Charge concentration was found to be the most influential design variable and simultaneous initiation of contour holes (delay time <1 ms) gave shorter blast fractures with a longest blast fracture of approx. 25 cm compared to approx. 40 cm from pyrotechnical initiation. However, the delay time had limited influence on the number of blast fractures in the remaining rock. Results from the PCA suggest that blast fractures length could be dependent also on geology.

Three main groups of fracture patterns were identified, one group with relatively few and short fractures, a group with several longer blast fractures and a group with few or a single long blast fracture. The result shows differences in fracture length between the column and bottom charge part of the contour holes, with blast fracture lengths up to approx. 40 cm for the column charge and up to approx. 60 cm for the bottom charge.

The case study showed that good precision in charging with string emulsion can be achieved and documented using modern logger technology in drilling and charging equipment. However, the methods applied for evaluation of charging precision as well as documentation require manual processing and interpretation of data. Further development of the logger systems and processing software is needed in order to follow up logged amounts of emulsion explosive during production.

sted, utgiver, år, opplag, sider
Luleå: Luleå University of Technology, 2018
Serie
Licentiate thesis / Luleå University of Technology, ISSN 1402-1757
HSV kategori
Forskningsprogram
Gruv- och Berganläggningsteknik
Identifikatorer
urn:nbn:se:ltu:diva-67456 (URN)978-91-7790-047-4 (ISBN)978-91-7790-048-1 (ISBN)
Presentation
2018-02-28, F1031, Luleå Tekniska Universitet, Luleå, 10:00 (engelsk)
Opponent
Veileder
Forskningsfinansiär
Rock Engineering Research Foundation (BeFo)
Tilgjengelig fra: 2018-02-02 Laget: 2018-02-01 Sist oppdatert: 2018-03-02bibliografisk kontrollert

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