Abstract: The bore hole rock shear testing device of the present invention comprises a case assembly having a longitudinal axis, a driving block, at least one wedge member, and a restraint member. The wedge member is positioned between the restraint member and the driving block and includes a rock engaging surface facing radially outwardly from the longitudinal axis of the case assembly. The driving block and the wedge member have complimentary tapered surfaces which cause the rock engaging surface to be urged radially outwardly when the wedge member is compressed or squeezed between the driving block and the restraint member. Power means are provided for moving the driving block toward the restraint member, and a restraint mechanism selectively holds the restraint member against movment.

Abstract: A support system for a railroad track is described specifically adapted for the improvement of railroad subgrade performance. A plurality of vertically disposed piles are positioned below the ties and the rails of the track so that loads imposed on the cross ties will be distributed into the subgrade by the piles. The piles are preferably comprised of cementitious material. Each of the piles is comprised of a cylindrical stem portion having a funnel-shaped head portion at the upper end thereof. In one form of the invention, the cross ties rest upon the upper end of the head portion of the piles. In another form of the invention, a ballast material is positioned between the cross ties and the upper ends of the piles.

Abstract: A vane modulus soil tester includes a multi-blade vane having a plurality of radially extended and circumferentially spaced-apart blades. The blades have cavities in which resistance-type strain gauges are carried for measuring stress on the face of the vane blades. At least strain gauges are situated so as to be "facing" each other.A further embodiment may be provided with a series of independent levels of blades of different thicknesses whereby test values may be extrapolated to zero blade thickness conditions or the insitu value. A support base is provided for securely positioning a vane rod extended axially from the vane and for applying torque to the vane through the vane rod.

Abstract: An expansible shear head device within a pulling cradle is lowered into a bore hole; and the device is expanded hydraulically to exert a predetermined normal pressure on the side walls of the bore hole. The pressure plates of the device are ribbed for permitting interlocking with the rock. Vertical shear stress is exerted on the rock by pulling on the device. The shear head includes a body having a plurality of hinge points, and is laterally expansible. A laterally extendible plunger with a movable shear plate is mounted opposite to a similar shear plate which is secured to permit some deflection of the body about its hinge points from its normal parallel configuration as the shear force moves the body through the bore. The body is locked in its normal parallel configuration until the shear force is applied.