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Dive into the research topics where Filip Dahl is active.

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Featured researches published by Filip Dahl.


Rock Mechanics and Rock Engineering | 2014

Study of Dominant Factors Affecting Cerchar Abrasivity Index

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

New Rock Abrasivity Test Method for Tool Life Assessments on Hard Rock Tunnel Boring: The Rolling Indentation Abrasion Test (RIAT)

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

Classifications of properties influencing the drillability of rocks, based on the NTNU/SINTEF test method

Filip Dahl; Amund Bruland; Pål Drevland Jakobsen; Bjørn Nilsen; Eivind Grøv


Tunnelling and Underground Space Technology | 2007

Development of a new direct test method for estimating cutter life, based on the Sievers’ J miniature drill test

Filip Dahl; Eivind Grøv; Torkjell Breivik


Rock Mechanics and Rock Engineering | 2014

ISRM Suggested Method for Determining the Abrasivity of Rock by the CERCHAR Abrasivity Test

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

Development of the Soft Ground Abrasion Tester (SGAT) to predict TBM tool wear, torque and thrust

Pål Drevland Jakobsen; Lars Langmaack; Filip Dahl; Torkjell Breivik


Tunnelling and Underground Space Technology | 2013

Review and assessment of the NTNU/SINTEF Soil Abrasion Test (SAT™) for determination of abrasiveness of soil and soft ground

Pål Drevland Jakobsen; Amund Bruland; Filip Dahl


Tunnels and Tunnelling International | 2012

Predicting the abrasivity of in-situ like soils

Pål Drevland Jakobsen; Lars Langmaack; Filip Dahl; Torkjell Breivik


45th U.S. Rock Mechanics / Geomechanics Symposium | 2011

Laboratory testing of swelling gouge from weakness zone- principle and recent update

Bjørn Nilsen; Dawei Mao; Filip Dahl


3rd Nordic Rock Mechanics Symposium - NRMS 2017 | 2017

Drillability Assessments in Hard Rock

Francisco Javier Macias; Filip Dahl; Amund Bruland; Heiko Käsling; Kurosch Thuro

Collaboration


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Amund Bruland

Norwegian University of Science and Technology

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Pål Drevland Jakobsen

Norwegian University of Science and Technology

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Torkjell Breivik

Norwegian University of Science and Technology

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Bjørn Nilsen

Norwegian University of Science and Technology

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Dawei Mao

Norwegian University of Science and Technology

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Jamal Rostami

Colorado School of Mines

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