A fixture for securing into a soil for bearing a load. The fixture comprises body having a foundation section for insertion into the soil. An anode surface and a cathode surface are provided on the foundation section and are electrically connected to one another. The anode surface comprises a metal or metal alloy with a more negative electrode potential than the cathode surface so as to promote electrochemical reactions within regions of the soil at or adjacent the interface between the fixture and the soil for causing a cementation processes to bond soil particles together and to the foundation section.

A fixture for securing into a soil for bearing a load. The fixture comprises body having a foundation section for insertion into the soil. An anode surface and a cathode surface are provided on the foundation section and are electrically connected to one another. The anode surface comprises a metal or metal alloy with a more negative electrode potential than the cathode surface so as to promote electrochemical reactions within regions of the soil at or adjacent the interface between the fixture and the soil for causing a cementation processes to bond soil particles together and to the foundation section.

A provisional facility for retaining earth using a guide bracket and a ground anchor for stepwise retention during deep excavation includes multiple thumb piles disposed vertically at predetermined intervals, a wale disposed across the multiple thumb piles, a guide bracket installed at a predetermined position of the wale, and a ground anchor having the other side anchored to a ground while a tensile member is wound around the guide bracket.

A provisional facility for retaining earth using a guide bracket and a ground anchor for stepwise retention during deep excavation includes multiple thumb piles disposed vertically at predetermined intervals, a wale disposed across the multiple thumb piles, a guide bracket installed at a predetermined position of the wale, and a ground anchor having the other side anchored to a ground while a tensile member is wound around the guide bracket.

A pile press-in construction method uses a pile press-in device having a saddle, a clamp device grasping a top of an existing pile, a mast, a raising and lowering device, and a chuck device supported by the mast and holding a pile. The pile press-in device generates a reaction force by griping the existing pile with the clamp device, holds the pile by the chuck device, presses the pile into the ground by the raising and lowering device, and successively presses piles in while moving on a pile row including the existing pile to thereby extend the pile row. By turning of the mast and tilting of the chuck device about a chuck tilting axis, the chuck device is laid sideways and projects outward to a side of the pile row, the pile is supplied and inserted into the chuck device, and the chuck device grasps the pile.

A provisional facility for retaining earth using a guide bracket and a ground anchor for stepwise retention during deep excavation includes multiple thumb piles disposed vertically at predetermined intervals, a wale disposed across the multiple thumb piles, a guide bracket installed at a predetermined position of the wale, and a ground anchor having the other side anchored to a ground while a tensile member is wound around the guide bracket.

A provisional facility for retaining earth using a guide bracket and a ground anchor for stepwise retention during deep excavation includes multiple thumb piles disposed vertically at predetermined intervals, a wale disposed across the multiple thumb piles, a guide bracket installed at a predetermined position of the wale, and a ground anchor having the other side anchored to a ground while a tensile member is wound around the guide bracket.

A system that includes a plurality of front faces configured to be arranged end-to-end in a series. Adjacent front faces are connected together by a different X-shaped or X-wye connector that facilitates installation of reinforcement tail walls. At least one tail wall is connected to each connector. A redundant reinforcing tail wall may be constructed and attached to one of the connectors to provide alternative load path(s).

A one-step sheet pile retaining wall system for embankment widening typically associated with highway widening not requiring temporary shoring. The wall system may provide a front wall face having a plurality of resistance fins perpendicularly extending therefrom. The fin sheet piles first include a brace fin sheet for reducing stresses in the front wall face, then a series of cradle fin sheets terminating at an elevation below the brace fin sheet for accommodating a pipe drainage/utility cradle, and finally a series of predominantly resistance fin sheets terminating at an elevation above the cradle fin sheets. Between the slope of the existing embankment and the higher front wall face may be cementitious flowable backfill for pre-stressing the wall system when fluid and, when set, supporting the aforementioned cradle, from which the remaining construction can build off of while reducing overall earth pressure acting on the wall face upon completion of construction.

A one-step sheet pile retaining wall system for embankment widening typically associated with highway widening not requiring temporary shoring. The wall system may provide a front wall face having a plurality of resistance fins perpendicularly extending therefrom. The fin sheet piles first include a brace fin sheet for reducing stresses in the front wall face, then a series of cradle fin sheets terminating at an elevation below the brace fin sheet for accommodating a pipe drainage/utility cradle, and finally a series of predominantly resistance fin sheets terminating at an elevation above the cradle fin sheets. Between the slope of the existing embankment and the higher front wall face may be cementitious flowable backfill for pre-stressing the wall system when fluid and, when set, supporting the aforementioned cradle, from which the remaining construction can build off of while reducing overall earth pressure acting on the wall face upon completion of construction.