Abstract: An apparatus and a method for excavating and pile reinforcing trenches is disclosed. A box-like central structure serves as a frame within which excavation by customary means, e.g., externally positioned back hoes, takes place. The outside walls of said central structure form temporary trench walls supporting the surrounding dirt. The inside walls of said central structure form a rear section, behind which flat piling is driven in before the entire unit advances. Advancement is carried out by means of longitudinal anchoring to the earth in the direction of travel of the apparatus and a longitudinal propulsion mechanism riding on the box frame and alternatively drilling and pushing periodically. In addition, end aligned shafts with cutting members are disposed within the front edges of the box frame walls to facilitate tunneling forward during the propulsion cycle.

Abstract: A tool for straightening bent steel sheet piles and a method for efficiently operating the tool which has a movable top jig and a stationary bottom jig. The movable top jig has a surface contoured to the normal shape of one face of a pile to be straightened, and the stationary bottom jig has a complementary surface contoured to the normal shape of the other surface of the pile. The top jig is moved in a vertical direction by rams attached to its upper part and in a horizontal direction by rams attached to its side. The method involves vising a pile placed between the complementary surfaces of the jig by alternately activating the vertical and horizontal rams. The top jig is then moved away and the straightened pile is removed.