ABSTRACT

This paper analyses the effects of large opening realization on the underground structures and those effects on the neighboring constructions. Firstly, the meaning of a large opening in a retaining wall have been defined and qualified with regard to soil and structural considerations. Secondly, the consequences of the opening on the diaphragm wall/soil interaction have been studied to define a simplified calculation approach adapted to this issue. This study focuses on the breaking through of the TBM and its effects of the station retaining wall in a dense urban context.