Abstract: A method for underpinning an existing footing of a building structure includes the steps of driving or drilling pile members into the ground on opposing sides of the footing, and forming concrete compression blocks on the opposing sides of the footing so that the concrete compression blocks are engaging relation with the footing and so that the concrete blocks are supported on the pile members. The method further includes the steps of drilling horizontal openings through the compression blocks and footing and extending post-tensioning strands through the openings. The post-tensioning strands are then tensioned to a predetermined load so that the compression blocks are urged into firm engaging and compressing relation with the footing. The earth beneath the footing and the compression blocks is then excavated wherein the footing and compression blocks are supported by the pile members. The load of the building is effectively transferred from the footing to the compression blocks by means of friction.

Abstract: A method for rehabilitating an existing bulkhead located between a body of water and land is disclosed. The method includes the steps of installing a plurality of tiebacks attached directly to the existing bulkhead, and a new bulkhead facing is connected to the existing bulkhead which has been supported by the tiebacks. An alternate method includes the steps of installing a plurality of substantially vertical piles at horizontally spaced locations in front of, i.e. on the water side of, the existing bulkhead; connecting the vertical piles to the existing bulkhead; installing tiebacks through the existing bulkhead and into the land behind the existing bulkheads; and connecting the tiebacks to the vertical piles. In situations where use of piles and tiebacks alone are not sufficient to rehabilitate the bulkhead, a new bulkhead facing is installed in front of the existing bulkhead and connected to and supported by the piles and tieback supported existing bulkhead.