Filip Dahl
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Featured researches published by Filip Dahl.
Rock Mechanics and Rock Engineering | 2014
Jamal Rostami; Amireza Ghasemi; Ehsan Alavi Gharahbagh; Cihan Dogruoz; Filip Dahl
The Cerchar abrasion index is commonly used to represent rock abrasion for estimation of bit life and wear in various mining and tunneling applications. Although the test is simple and fast, there are some discrepancies in the test results related to the equipment used, condition of the rock surface, operator skills, and procedures used in conducting and measuring the wear surface. This paper focuses on the background of the test and examines the influence of various parameters on Cerchar testing including pin hardness, surface condition of specimens, petrographical and geomechanical properties, test speed, applied load, and method of measuring wear surface. Results of Cerchar tests on a set of rock specimens performed at different laboratories are presented to examine repeatability of the tests. In addition, the preliminary results of testing with a new device as a potential alternative testing system for rock abrasivity measurement are discussed.
Rock Mechanics and Rock Engineering | 2016
Francisco Javier Macias; Filip Dahl; Amund Bruland
The tunnel boring machine (TBM) method has become widely used and is currently an important presence within the tunnelling industry. Large investments and high geological risk are involved using TBMs, and disc cutter consumption has a great influence on performance and cost, especially in hard rock conditions. Furthermore, reliable cutter life assessments facilitate the control of risk as well as avoiding delays and budget overruns. Since abrasive wear is the most common process affecting cutter consumption, good laboratory tests for rock abrasivity assessments are needed. A new abrasivity test method by rolling disc named Rolling Indentation Abrasion Test (RIAT) has been developed. The goal of the new test design and procedure is to reproduce wear behaviour on hard rock tunnel boring in a more realistic way than the traditionally used methods. Wear by rolling contact on intact rock samples is introduced and several rock types, covering a wide rock abrasiveness range, have been tested by RIAT. The RIAT procedure indicates a great ability of the testing method to assess abrasive wear on rolling discs. In addition and to evaluate the newly developed RIAT test method, a comprehensive laboratory testing programme including the most commonly used abrasivity test methods and the mineral composition were carried out. Relationships between the achieved results from conventional testing and RIAT results have been analysed.
Tunnelling and Underground Space Technology | 2012
Filip Dahl; Amund Bruland; Pål Drevland Jakobsen; Bjørn Nilsen; Eivind Grøv
Tunnelling and Underground Space Technology | 2007
Filip Dahl; Eivind Grøv; Torkjell Breivik
Rock Mechanics and Rock Engineering | 2014
M. Alber; Olgay Yaralı; Filip Dahl; Amund Bruland; Heiko Käsling; Theodore N. Michalakopoulos; Marilena Cardu; P. Hagan; Hamit Aydın; Ahmet Özarslan
Tunnelling and Underground Space Technology | 2013
Pål Drevland Jakobsen; Lars Langmaack; Filip Dahl; Torkjell Breivik
Tunnelling and Underground Space Technology | 2013
Pål Drevland Jakobsen; Amund Bruland; Filip Dahl
Tunnels and Tunnelling International | 2012
Pål Drevland Jakobsen; Lars Langmaack; Filip Dahl; Torkjell Breivik
45th U.S. Rock Mechanics / Geomechanics Symposium | 2011
Bjørn Nilsen; Dawei Mao; Filip Dahl
3rd Nordic Rock Mechanics Symposium - NRMS 2017 | 2017
Francisco Javier Macias; Filip Dahl; Amund Bruland; Heiko Käsling; Kurosch Thuro