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Numerical Analysis of the Sensitivity of Joint Parameters to the Cross-cut in Response of Dynamic Loading
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering. Rejlers Sverige AB, Sweden.ORCID iD: 0009-0003-2166-7613
Ramboll Sverige AB, Sweden.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0002-9766-0106
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0002-5872-5173
Show others and affiliations
2023 (English)In: Proceedings of the NROCK 2023: The IV Nordic Symposium onRock Mechanics and Rock Engineering / [ed] Haraldur Sigursteinsson; Atli Karl Ingimarsson, IGS & ITS , 2023, p. 85-96Conference paper, Published paper (Refereed)
Abstract [en]

Rock masses are far from being continuum and consist essentially of intact rock and discontinuities such as joints. Presences of discontinuities affects the propagation of the stress wave in rock mass. In this paper the impact of joints properties and features on the dynamic response of underground cross-cuts to seismic loading induced during dynamic large-scale field test in Kiirunavaara mine, was numerically investigated. The numerical methods used comprise the finite element code LS-DYNA and the 2D Universal Distinct Element Code (UDEC). The LS-DYNA model simulated the blasting and acquired the crushed zone and the vibration velocities around the crushed boundary. The vibration velocities from LS-DYNA were then used as an input velocity in the UDEC model. The studies of parameters such as joint normal and shear stiffness, joint spacing and joint orientation were conducted. The vibration responses at the wall of the underground cross-cut from UDEC were analyzedand compared to observed field test results. The results show that the normal stiffness has large effects on the peak particle velocity (PPV) while the shear stiffness contributes less influence. However, changes on joint space and orientation affect the PPV at the wall of the cross-cut. The joint stiffness explains the quality of the joint to transmit the stress wave while the joint spacing, joint orientation describe the blocky in burden which explain number of times the stress wave will be reflected before reaching cross-cut wall. The analysis can be useful during designing of the blast, burden as well as cross-cut support.

Place, publisher, year, edition, pages
IGS & ITS , 2023. p. 85-96
Keywords [en]
underground cross-cut, joints, numerical modeling, dynamic response
National Category
Mineral and Mine Engineering
Research subject
Mining and Rock Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-103112DOI: 10.33112/nrock2023.8ISBN: 978-9935-9436-2-0 (electronic)OAI: oai:DiVA.org:ltu-103112DiVA, id: diva2:1815933
Conference
The IV Nordic Symposium on Rock Mechanics and Rock Engineering, May 24-26, 2023, Reykjavik, Iceland
Note

Fulltext license: The proceedings will be published in a digital format only and will be in free and open access

Available from: 2023-11-30 Created: 2023-11-30 Last updated: 2025-02-06Bibliographically approved

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Warema, SenziaNordlund, ErlingYi, Changping

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