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1-14 of 14
Keywords: anchorage
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Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 51st U.S. Rock Mechanics/Geomechanics Symposium, June 25–28, 2017
Paper Number: ARMA-2017-0533
... polyester resin, J-LokP, and a specialized J-LokP pump. When used with the MPA, J-LokP is injected into the bolt through the use of a grout swivel mounted on the drill head. This allows the miner to install and anchor the bolt remotely reducing his exposure to hazards. Full anchorage of the MPA installed...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 46th U.S. Rock Mechanics/Geomechanics Symposium, June 24–27, 2012
Paper Number: ARMA-2012-184
... Modeling & Simulation Ground Control diameter strength experiment metals & mining strand laboratory resin cable bolt individual wire anchorage stiffness civil application anchorage capacity rock mass indentation cable deformation transfer mechanics ABSTRACT: PC...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 33rd U.S. Symposium on Rock Mechanics (USRMS), June 3–5, 1992
Paper Number: ARMA-92-0481
... Upstream Oil & Gas metals & mining roof bolt plate reservoir geomechanics Rehabilitation roof surface crack support system roof deterioration drill hole deterioration Reservoir Characterization bolt system squeeze block anchorage coupler roof bolt roof support system...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 30th U.S. Symposium on Rock Mechanics (USRMS), June 19–22, 1989
Paper Number: ARMA-89-0869
... to fasten a buttress deformed rod which is thrust and turned into the plastic and in turn clamps the roof plate to the rock surface. Plastic tubes 10 to 16 inches in length provide sufficient anchorage to exceed the yield strength of steel rods 5/8, 3/4 or 7/8 inches in diameter. This paper presents field...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 26th U.S. Symposium on Rock Mechanics (USRMS), June 26–28, 1985
Paper Number: ARMA-85-0403-1
... stress approximation hydrostatic test hydrostatic data Reservoir Characterization axial stress nonlinear elastic theory reduction Upstream Oil & Gas prediction uniaxial strain friable sandstone friable sample compressibility pore-volume compressibility anchorage moisture lateral...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 24th U.S. Symposium on Rock Mechanics (USRMS), June 20–23, 1983
Paper Number: ARMA-83-0127
... rock slope behavior. The Slope Indicator Company extensometers were of the mechanical readout type with two 1/4 in. (6 mm) diameter stainless steel rods having Figure 2 Generalized Profile of South Slope, cone shell anchorages positioned at 6 ft (2 m) showing reinforcement, and 30 ft (9 m) back from...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 21st U.S. Symposium on Rock Mechanics (USRMS), May 27–30, 1980
Paper Number: ARMA-80-0744
... resin and cement fixtures. Friction Rock Stabilizers have captured 50 per cent of the American metal market useage in just three years since their introduction. Combination bolts featuring the stiffness and hi9h anchorage of resin bolts in combination with the best of mechanical bolt active loading...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 20th U.S. Symposium on Rock Mechanics (USRMS), June 4–6, 1979
Paper Number: ARMA-79-0585
... hannibal siltstone shale Missouri characteristic Anchor grout column design value Upstream Oil & Gas inspection exposure Hannibal anchorage strength Siltstone limestone construction coating shear strength test result grout CONSTRUCTION IN THE HANNIBAL SHALE; PROBLEMS...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 20th U.S. Symposium on Rock Mechanics (USRMS), June 4–6, 1979
Paper Number: ARMA-79-0607
... interface, reduce the shear stress there, and increase the anchorage in soft rocks, still giving sufficient bolt strength. Under axial loading the bolt load decays with distance into the rock along a fully grouted bolt. A given load is distributed over a shorter distance (15 inches) in hard rock, but over...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 18th U.S. Symposium on Rock Mechanics (USRMS), June 22–24, 1977
Paper Number: ARMA-77-0150
... the Split Set is approximately equal to the insertion force. Over a period of time, the anchorage of the Split Set becomes greater due to continued lock-up of the device from ground movement, corrosion, and other factors effecting friction on the contact surface. The anchorage of the Split Set in the rock...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 17th U.S. Symposium on Rock Mechanics (USRMS), August 25–27, 1976
Paper Number: ARMA-76-0559
... into 1 3/8" diameter borehole in rock. Depending on the smoothness, diameter throughout its length, straightness of the hole and frictional coefficient, an anchorage of 3/4 to 1 1/2 tons is obtained per foot of borehole contact upon installation. A top anchor can be used if suspension of rock is desired...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 16th U.S Symposium on Rock Mechanics (USRMS), September 22–24, 1975
Paper Number: ARMA-75-154
... general discussion horizontal stress excavation application LittleJohn Reservoir Characterization Upstream Oil & Gas sandstone anchorage stability designer Anchor grout interface probabilistic approach SESSION 2 - GENERAL DISCUSSION Question by John (for Bukovansky and Piercy) i...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 6th U.S Symposium on Rock Mechanics (USRMS), October 28–30, 1964
Paper Number: ARMA-64-293
...{ of Mining, The Pennsylvania State University. 293 Although millions of bolts are installed annually, only a negligible number are instrumented to determine the installed load as well as the value at any time thereafter. Without this knowledge, it is impossible to assess the efficiency. of anchorage. After...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 2nd U.S. Symposium on Rock Mechanics (USRMS), April 21–24, 1957
Paper Number: ARMA-57-0233
... of the piece which may come against it, it must be strong enough and have sufficient anchorage to sup- port the estimated weight of the largest piece it may have to hold using a safety factor of at least a to compensate for uncertainties. SUPPORT OF UNDERGROUND OPENINGS 237 An example which comes to mind...