It is an anchor application; which consists of tendons having different bond lengths in one borehole. The Single Bore Multiple Anchor system can be either used as permanent or temporary applications with the ability to reduce the number of anchors when compared to the conventional anchor systems.

Special foundation approaches are implemented for the construction of box type foundation system consisting of diaphragm walls of critical structures; that are located especially within the seismically high regions. In this case different approaches are implemented for the construction and design of the continuous horizontal reinforcement special diaphragm walls.

This is a special impermeable diaphragm wall application executed in order to perform the excavation in dry conditions. Panels are distributed circularly along the shoring center line. The shoring system; which can be either permanent or temporary, works as a cantilever with the help of arching effect of the shoring system without the need of horizontal supporting element (anchors/struts etc.).

The Top-Down excavation method is used where the structure is constructed from top to down while excavation is continued, unlike the classical deep excavation applications. The design and construction stages of this simultaneous construction and excavation method; which saves considerable time and cost are different from the conventional excavation systems.