An Investigation into the Influence of a New Building on the Response of a Sheet Pile Wall Adjacent to an Existing Buried Pipe

This paper explores a solution to safeguard buried pipes located near constructions in the Al-Bisri region of Assiut Governorate by utilizing concept characteristic damage state. issue has escalated due increasing rate construction activity pipelines, resulting multitude legal disputes. study investigates behavior when influenced newly constructed buildings using finite element method. The employs two-dimensional models 12-story reinforced concrete building with raft foundation and series piles supporting pipe. In this study, we used PLAXIS software, 2D plane strain program, conduct numerical investigations. soil was idealized Mohr–Coulomb model 15-node triangular element, while structures were five-node isoperimetric beam element. point contact between represented interface Our research examined distance pipe footing edge edge. results provided nodal displacements straining actions for analysis. shed light on sheet pile wall sewage various situations. largest bending moment seen absence piling, contrast, support at Rx = 0.75. expanded always occurred same location as rose. clay layer next pipe’s lateral deformation significantly reduced after greatest occurring 0.