Number of the records: 1
Field and simulation study for rock bolt loading characteristics under high stress conditions
- 1.
SYSNO ASEP 0504460 Document Type C - Proceedings Paper (int. conf.) R&D Document Type Conference Paper Title Field and simulation study for rock bolt loading characteristics under high stress conditions Author(s) Waclawik, Petr (UGN-S) RID
Ram, Sahendra (UGN-S)
Kumar, A. (IN)
Kukutsch, Radovan (UGN-S) RID, ORCID
Mirek, A. (PL)
Němčík, J. (AU)Number of authors 6 Source Title COAL 2019 - Coal operators´conference, 19. - Wollongong : University of Wollongong, 2019 / Naj A. - ISBN 978-1-74128-304-4 Pages s. 171-179 Number of pages 9 s. Publication form Online - E Action Coal Operators´Conference /19./ Event date 18.02.2019 - 20.02.2019 VEvent location Wollongong Country AU - Australia Event type WRD Language eng - English Country AU - Australia Keywords Room and Pillar method ; mining stability ; rock bolt loading characteristics Subject RIV DH - Mining, incl. Coal Mining OECD category Mechanical engineering R&D Projects LO1406 GA MŠMT - Ministry of Education, Youth and Sports (MEYS) Institutional support UGN-S - RVO:68145535 Annotation Rhomboid shaped coal pillars (35 m x 30 m to 26 m x16 m) were formed by a
modified Room and Pillar method below 850 m depth from surface at the CSM mine in the
Czech Republic. The pillars were developed in a shaft protective pillar by driving roadways of
3.5-4.5 m in height and 5.2 m in width within Panel V of Seam No. 30. Development of pillars
at such great depth is prone to spalling/fracturing (pillar rib dilation) due to redistribution of the
high stress regime. The induced stress driven dilation was measured during partial extraction
of the coal seam within the shaft protective pillar using rib extensometers. In order to stabilize
the pillar ribs, four rows of rock bolts with 2.4 m length were installed into the pillar from all sides
at different heights. The immediate roof was also supported by rock bolts at a 1 m grid pattern.
Three-way intersections were made to control the deformation of developed pillars and other
underground structures. Further, an attempt was made to understand the rock bolt loading
characteristics at different stages of rib dilation using numerical modelling with the available
properties of rock mass and reinforcement for the studied site. Elastic and Mohr Coulomb
strain-softening constitutive models are considered in FLAC3D to evaluate the performance of
the rock bolts. Results obtained on numerical models were found to be in good tune with the
rock bolt loading characteristics monitored during the field study. This paper presents a
discussion about the impact of rib bolting on pillar safety factor and induced load on rock bolt
with respect to the dilation/spalling of pillar ribs at the studied site.Workplace Institute of Geonics Contact Lucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354 Year of Publishing 2020 Electronic address https://ro.uow.edu.au/cgi/viewcontent.cgi?article=2381&context=coal
Number of the records: 1