Abstract: A ground anchor rod drilled into soil is held in place by a generally rectangular stabilizer having various side thicknesses of about 2-1 cm from a top to a bottom portion and a front and backside having a width of about 20 cm. The front face contains multiple depressions over its entire surface for receiving soil. The backside has two parallel spaced. apart vertical protrusions for enclosing a portion of the ground anchor rod when the stabilizer is hammered into the ground juxtaposed to the ground anchor rod. The stabilizer is made from a high strength plastic such as ABS and can withstand loads in excess of four thousand pounds.

Abstract: A ground anchor rod drilled into soil is held in place by a generally rectangular stabilizer having various side thicknesses of about 2-1 cm from a top to a bottom portion and a front and backside having a width of about 20 cm. The front face contains multiple depressions over its entire surface for receiving soil. The backside has two parallel spaced apart vertical protrusions for enclosing a portion of the ground anchor rod when the stabilizer is hammered into the ground juxtaposed to the ground anchor rod. The stabilizer is made from a high strength plastic such as ABS and can withstand loads in excess of four thousand pounds.

Abstract: A plastic wedge shaped shim for leveling which is prescored to enable protruding section to be broken off. Parallel, straight, scores are formed at regular intervals on the top surface of the shim. These scores form teeth enabling stacked shims to interengage one another when one is placed inverted on another. The underside of the shim has recesses configured such that there exists a zone of constituent material which has equal localized thickness measurements along that portion of the length of the shim wherein scores and the recess formed in the underside of the shim are in overlying relationship. In an alternative embodiment of the invention, the recesses form cleats for resisting sliding or other displacement of the shim.