Kum Zemindeki Bir Derin Kaz?n?n Kom?u Kaz???n Davran??? Üzerindeki Etkisinin Statik Analizi

The influence of deep excavation on adjacent pile behaviour is an important issue to ensure its serviceability and stability. In this paper, the effect loaded single in saturated cohesionless soil was investigated by 3D finite element method. After verification model using centrifuge test results found literature, a parametric study conducted varying most factors such as depth, distance from head type. It concluded that depth (He) with respect length (Lp) has significant response. Among three cases He/Lp, case He/Lp= 0.5 induced maximum bending moment while 1.5 lateral deflection. Moreover, site also response inconsiderable after 9 m distance. Also, it observed type especially rigid case.