Geotechnical Design and Solution Ground Improvement Deep Foundation Earth Retention Grouting Technology Injection System Excavation and Stablization Seepage Control Slope Stabilisation Rapid Impact Compaction Deep Soil Mixing Micropile Shotcrete Anchor and Soil Nail Diaphragm Wall Secant Piles Wall Deep Dynamic Compaction Rock fall and avalanche Barrier Sheet pile wall
Diaphragm walls are continues adjacent concrete walls to reduce mainly the underground water seepage and apart of engineering load-bearing elements to stabilize deep excavations with a strong vertical facing.
Top-down method is a rapid method which enables builders to construct the substructure and superstructure simultaneously. Likewise it is used as an excavation stabilization method in cases where you can’t or you are not allowed to use the other geotechnical methods such as soil nailing and soil anchorage.
Soil anchorage is an active method for stabilizing inclined lands and excavations. In this method soil wall is drilled up to 20 cm and to enough depth, then preassemble steel reinforcement is placed in the drilled hole and the cement bass grout is injected in the hole. Then it is activated by prestressing hydraulic jacks to stabilize the excavation and incline lands.