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Title: Laboratory pull-out tests on fully grouted rock bolts and cable bolts: Results and lessons learned

Journal Article · · Journal of Rock Mechanics and Geotechnical Engineering

Laboratory pull-out tests were conducted on the following rock bolts and cable bolts: steel rebars, smooth steel bars, fiberglass reinforced polymer threaded bolts, flexible cable bolts, IR5/IN special cable bolts and Mini-cage cable bolts. The diameter of the tested bolts was between 16 mm and 26 mm. The bolts were grouted in a sandstone sample using resin or cement grouts. The tests were conducted under either constant radial stiffness or constant confining pressure boundary conditions applied on the outer surface of the rock sample. In most tests, the rate of displacement was about 0.02 mm/s. The tests were performed using a pull-out bench that allows testing a wide range of parameters. This paper provides an extensive database of laboratory pull-out test results and confirms the influence of the confining pressure and the embedment length on the pull-out response (rock bolts and cable bolts). Furthermore, it also highlights the sensitivity of the results to the operating conditions and to the behavior of the sample as a whole, which cannot be neglected when the test results are used to assess the bolt-grout or the grout–rock interface.

Research Organization:
Lawrence Berkeley National Lab. (LBNL), Berkeley, CA (United States)
Sponsoring Organization:
USDOE Office of Science (SC)
Grant/Contract Number:
AC02-05CH11231
OSTI ID:
1479334
Journal Information:
Journal of Rock Mechanics and Geotechnical Engineering, Vol. 9, Issue 5; ISSN 1674-7755
Publisher:
Chinese Society for Rock Mechanics and Engineering - ElsevierCopyright Statement
Country of Publication:
United States
Language:
English
Citation Metrics:
Cited by: 45 works
Citation information provided by
Web of Science

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The effect of rock mass confinement on the bond strength of fully grouted cable bolts journal September 1992
A constitutive law for bond failure of fully-grouted cable bolts using a modified hoek cell journal January 1995
Modelling of debonding along the fixed anchor length journal June 2009
Effect of stress change on the bond strength of fully grouted cables journal May 1992
Analytical models for rock bolts journal December 1999
Bond of cement grouted reinforcing bars under constant radial pressure journal January 2005
An analytical analysis of the full-range behaviour of grouted rockbolts based on a tri-linear bond-slip model journal March 2010

Cited By (5)

Load transfer mechanism and critical length of anchorage zone for anchor bolt journal January 2020
Laboratory Investigation on Shear Behaviors of Bolt–Grout Interface Subjected to Constant Normal Stiffness journal October 2019
Parametric study of fully grouted cable bolts subjected to axial loading journal October 2019
Effect of Contributing Parameters on the Behaviour of a Bolted Rock Joint Subjected to Combined Pull-and-Shear Loading: A DEM Approach journal July 2019
Joint Support Technology and Its Engineering Application to Deep Soft Rock Tunnel with Strong Creep journal February 2020