Diaphgram Wall

The diaphragm wall is constructed by applying the methods described in the technical specification (TSE EN 1538, Special Geotechnical Applications – Diaphragm Wall, BS 8004:1986 Code of Practice for Foundations) by creating a pit in the ground at the thickness and depth stipulated in the project, placing the prepared reinforcement cage in this pit and pouring the concrete. completed with the pouring process.

Comments are closed.