The largest single investment ever made in ground control research was the Mine Roof Simulator (see Fig. 1.1). This unique load frame was designed and built by MTS Corporation to US Bureau of Mines specifications at a cost of approximately $10 million and was commissioned into service by the Department of Energy in 1981. The machine was designed with the primary goal of being able to test longwall shields under active loading that fully simulated the ground response associated with longwall mining. Constructing a load frame sufficiently large enough to accommodate a full-size shield and incorporating several “first-ever” operational capabilities provided this requirement.
Size: The load frame was fabricated with a 20×20 ft upper and lower platen and a maximum roof-to-floor height of 16 ft.
Loading capability: The longwall ground response required a multi-axis loading capability to simulate both the vertical convergence of the longwall face area and lateral movement of the mine roof from face toward the gob as the panel was extracted. The MRS satisfies this biaxial loading requirement with the capability of providing up to 3,000,000 lbs of vertical force through a 24 in. stroke of the lower platen and up to 1,600,000 lbs of horizontal force through a 16 in. stroke of the lower platen. Rates of load application of up to 6 million lbs/min have been used. The maximum platen displacement is 5 in./min.
Load control: Precise load application is achieved by closed-loop servo-controlled actuators with six degrees of freedom control of the lower platen. The six degrees of freedom are three displacements (vertical, horizontal, and lateral) and three rotations (pitch, yaw, and roll). The pitch, yaw, and roll movements are commanded to keep the upper and lower platen parallel at all times during specimen testing. The lateral displacement is limited to 0.5 in. and exists primarily to maintain yaw control of the lower platen.
Control modes: The machine can be operated under either force or displacement control. Initially, an analog control system provided four vertical operating load ranges (200, 1000, 2000, and 3000 kips) and three horizontal load ranges (400, 800, and 1600 kips) and four vertical displacement ranges (5, 10, 20, and 24 in.) and four horizontal displacement ranges (2, 5, 10, and 16 in.). A fully digital control system replaced the analog system in 2009, which now provides load control to any specification within the full operational ranges.
Stiffness: The load frame stiffness when loading over small-area (2-ft-diameter) specimens with a load of 1000 kips in the middle of the platen is 25,000,000 lbs/in., which is similar in magnitude to a triaxial rock testing frame that has a stiffness of 60,000,000 lbs/in. Considering the size of the platens, this is a remarkable achievement. Furthermore, the platen deflection is measured and is incorporated into the feedback response allowing it to be subtracted from displacement control so that the intended displacement is maintained by the control system. The system also incorporates shock absorbers to absorb energy released during brittle specimen failure. The shock absorbers limit lower platen movement to less 0.1 in when sudden specimen failure occurs. These capabilities allow for testing of both stiff and soft specimens.
Since its commission in 1981, 7838 tests have been conducted in the MRS. The ability to test full-scale roof support structures under load conditions that replicate in-mine service loads has greatly enhanced the ability to fully develop roof support products prior to utilizing them underground, thereby eliminating the need for lengthy in-mine trials and accelerating the maturing of new roof support developments.