This paper presents a study on the effect of soil behind and below anchored wall on wall behavior
by using different wall and anchor properties. Recently the wall depths are considered in the structural design
of the wall. So in this paper investigated how soils below and behind the wall with using varying wall and
anchor properties affect on the wall behavior such as wall deformations, wall bending moments, axial forces,
shear forces, and anchor force. Also the effects of anchor angles on the wall behavior have been investigated.
PLAXIS, finite element software package, was used to perform numerical modeling and analyses to evaluate the
structural response and behavior of the anchored wall. The results show that the soil conditions below and
behind the wall, including the wall properties, anchor properties, and anchor angles may have a significant
effect on the wall behavior and should be considered during the design of anchored walls
تاريخ النشر
18/05/2018
الناشر
International Journal of Engineering Science Invention (IJESI)