Determination of the Bending Moment in the Diaphragm Wall by Inclinometric Observations

The article discusses the features of monitoring enclosing structures deep excavation, made using technology a diaphragm wall in ground. In modern geotechnical construction practice, it is important to ensure safe execution works on installation pits built-up part city. use for fencing pit has become popular technical solution. However, there are many uncertainties associated with work construction. rationale need control actual values bending moment that occurs structure given. main difficulties forces help force sensors noted. Based laws theory elasticity, an alternative method been developed determining moments according inclinometric observations, taking into account non-linear operation reinforced concrete. To analyze engineering situation, PLAXIS 2D software package was used untrained formulation. obtained results compared numerical calculations.