Important Notice:
Workshops 1–4 will take place at SINTEF, located at S.P. Andersens veg 15, Trondheim, rather than the conference hotel.
Click here to view the location on Google Maps.
In this workshop, a quantitative way of defining rock stress will be introduced, i.e. stress measurements. Attendees will be provided overview of in-situ rock stress measurement methods being commonly used today. In addition to that, SINTEF methods for in-situ rock stress measurement will be introduced including development, procedure with equipment and exercise, and applications of the stress measurements.
Lecturers
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PhD. Mario Morales SINTEF |
PhD. Yared Bekele SINTEF |
Trond Erik Larsen SINTEF |
PhD. Nghia Quoc Trinh SINTEF • SINTEF’s Laboratory |
Program 16.06.2025
09:00 - 09:30 | Registration |
Theoretical framework and Lab testing | |
09:30 - 09:35 | Opening and introduction |
09:35 - 10:00 | Overview of rock stress measurement |
10:00 - 10:30 | SINTEF method and development |
10:30 - 10:45 | Coffee break |
10:45 - 11:45 | Laboratory visit with demonstration |
11:45 - 12:30 | Lunch |
Hands on: calculation | |
12:30 - 13:00 | Stress calculations from strain rosette |
13:00 - 14:00 | Exercise and calculation |
14:00 - 14:15 | Coffee break |
14:15 - 15:00 | Project applications: civil and mining |
15:00 - 15:25 | Open discussion |
15:25 - 15:30 | Closing remarks |
SINTEF AND NTNU have over more than 50 years developed a international well reckoned method of estimating TBM performance based on laboratory testing and geological mapping, known as the NTNU/SINTEF method. The method uses specific designed laboratory testing, commonly known as drillability and geological mapping to identify the critical geological parameter to identify the rock mass’ properties in regards to excavation performance and cutting tool life. In mechanized excavation the drillability are used to assess the influence of intact rock properties on performance prediction and cost estimation
In this workshop the most common laboratory tests for drillability and TBM performance assessment will be presented and demonstrated. Participants will presence live testing of rock samples and will discuss about the results. The learning goal of the workshop are to gain understanding fundamentals of mechanized rock breaking and which laboratory tests are best suited for certain cases, the advantages and disadvantages of laboratory tests, and how to use the results of laboratory tests. In addition, the future of drillability testing will be a topic of discussion.
The following tests will be demonstrated in different rock types.
The following tests will be demonstrated in different rock types. • Suite of drillability testing at SINTEF/NTNU:
• UCS and tensile strength
• Abrasivity
• RiAT
The lecturers of the course are among others Professor Amund Bruland,Research manager Sindre Log and Specialist Dirk Van Oosterhout.
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Prof. Amund Bruland NTNU |
Sindre Log SINTEF |
Dirk Van Oosterhout SINTEF |
09:00 - 09:30 | Registration |
Hands on: lab testing | |
09:30 - 09:35 | Opening and introduction |
09:35 - 10:00 | Fundamentals of mechanised rock breaking and cutter wear |
10:00 - 10:15 | Overview of common laboratory tests |
10:15 - 10:30 | Drillability lab testing |
10:30 - 10:45 | Coffee break |
10:45 - 11:45 | Development of new test methods |
11:45 - 12:30 | Lunch |
Practical discussions | |
12:30 - 13:30 | Laboratory visit |
13:30 - 14:00 | Presentation and discussion of laboratory test and results |
14:00 - 14:15 | Coffee break |
14:15 - 15:00 | Future of drillability testing and TBM performance estimations |
15:00 - 15:25 | Open discussion |
15:25 - 15:30 | Closing remarks |
Rock bolts are the most commonly used support elements in various rock engineering projects, such as underground mines, hydropower, underground infrastructures, and rock slopes. The design of rock bolts can be different depending on the purpose of supporting individual rock blocks or in providing a systematic support measure. With long experience of use in many applications and extensive research and development, there are many standard and guidelines for rock bolt design, which may be suitable for different situations. Thus, engineers may sometimes have difficulties to decide which guidelines to follow, and it often ends up in excessive design of rock bolts.
This workshop presents the most important aspects in understanding functionality of rock bolts, the common design and testing methods. Participants will have chance to obtain the overall and also state-of-the-art in rock bolt design and testing. The participants can also learn from failure and successful projects.
Lecturers
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Prof. Charlie Chunlin Li NTNU |
PhD. Bjarte Grindheim NTNU |
Erik Thomsen VIK Ørsta |
Philip O. Møller Pretec |
PhD. Nghia Quoc Trinh SINTEF • SINTEF’s Laboratory |
09:00 - 09:30 | Registration |
Morning session | |
09:30 - 09:35 | Opening and introduction |
09:35 - 10:00 | Rock bolt categories and their reinforcement functions |
10:00 - 10:30 | Rock anchor: failure modes, design, and testing |
10:30 - 10:45 | Coffee break |
10:45 - 11:10 | Spiling bolt: design and 3D modelling |
11:10 - 11:45 | Norwegian rock support – Design and theory (Vik Ørsta/Pretec) |
11:45 - 12:30 | Lunch |
Afternoon sessions | |
12:30 - 13:05 | Norwegian rock support – Practical Application (Vik Ørsta/Pretec) |
13:05 - 13:35 | Laboratory Full-Scale Rock Bolt testing |
13:35 - 14:00 | Group discussion |
14:00 - 14:15 | Coffee break |
14:15 - 15:25 | Laboratory visit |
15:25 - 15:30 | Closing remarks |
Photo: Helene Strømsvik
Pre-excavation rock mass grouting constitutes a substantial proportion of the CO2 emissions associated with tunnelling activities, particularly in urban environments. While significant advancements have been made over the past decade in reducing cement content in most cement-based construction materials, the adoption of such innovations in grouting materials within the tunnelling industry has been comparatively slow.
This workshop will explore various strategies for minimizing material consumption and reduce CO2 emissions in grout materials. The primary objective of the workshop is to identify opportunities for improvement and innovation, fostering advancements in this critical area.
The following areas will be covered and discussed:
• Examples of grout consumption and CO2 emissions
• Alternative methods to reduce grout consumption
• Alternative methods to reduce CO2 emissions from grout • Example from ongoing tunnelling project
• How contract inflicts on the grout consumption
The participants can contribute with knowledge sharing.
09:00 - 09:30 | Registration |
Theoretical framework | |
09:30 - 09:40 | Opening and introduction |
09:40 - 10:05 | Examples of grout consumption and CO emissions in projects |
10:05 - 10:30 | CO2 emissions from cement-based grouts |
10:30 - 10:45 | Coffee break |
10:45 - 11:10 | Alternative methods to reduce grout consumption |
11:10 - 11:35 | Example of real-time monitoring |
11:35 - 11:45 | Summary and Q&A |
11:45 - 12:30 | Lunch |
Group work | |
12:30 - 12:40 | Preparation for group work |
12:40 - 13:40 | Group Work |
13:40 - 13:55 | Coffee break |
13:55 - 14:30 | Presentations of group work |
14:30 - 14:50 | Open discussion |
14:50 - 15:00 | Closing remarks |
Helene Strømsvik SINTEF |
Session 1 - 9:00-13:00 – Introductory and specific topics
· Opening remarks
· The status of the 2nd generation of Eurocode 7
Gunilla Franzén
· The design process and the 4 guidelines published as JRC reports
Luís Lamas
· Prescriptive rules for LS verification to EC7 – principles and example
Märit Berglind Eriksson
· Numerical models for LS verification to EC7 – principles and example
Herbert Walter, Rima Ghazal
· Probabilistic Methods for LS verification to EC7 – principles and example
Renato Pereira
· Geometrical properties and LS verification to EC7 – principles and example
José Estaire
· Rock bolts and rock surface support – different approaches to LS verification to EC7
Natalia Maca and Roger Olsson
· ISO standards for load testing of rock bolts
Natalia Maca
· ISO standards for laboratory testing of rock
Didier Virely
· Implementation of EC7 during execution and design service life
Witold Bogusz
· Discussion
Session 2 – 14:00-18:00 – Design examples and perspectives for the future
· Geotechnical reliability example – requirements on design and construction
Gunilla Franzén
· Ground properties and ground model example
Didier Virely
· From derived to representative values
José Muralha, José Estaire
· LS verification of slopes – sliding and toppling
José Estaire, Paulo Pinto, Renato Pereira
· LS verification of rockfall protections
Rita Migliazza, Anna Maria Ferrero
· LS verification of spread foundations
Witold Bogusz, Renato Pereira, Luís Lamas
· LS verification of rock bolts
Natalia Maca, Didier Virely, Rima Ghasal, Roger Olsson
· LS verification of rock anchors
Klaus Dietz
· Groundwater control measures
To be confirmed
· EN 1997:2025: one step in the continuing development of EN1997
John Harrison
· Discussion
· Closing remarks