چکیده مقاله
Nowadays, with regarding to urban spaces spread and increasing the rate of building construction in residential areas, it is necessary to carryout excavations with retaining walls in many civil projects One of the important issues in designing and constructing a system of supportingexcavation structures is to predict their performance before the beginning of construction In the most past studies, the retaining wallbehavior and performance analysis was done according two dimensional analysis in a deep excavation, while this problem is a three dimensional completely and its analysis in a two dimensional manner does not conform to the real conditions of project Therefore, in this study, the values of the horizontal displacement of the retaining wall in a deep excavation at various altitudes were investigated and compared with the ABAQUS software exactly In this paper, the values obtained by using ABAQUS software for specifying the displacement of the retaining wall and the extracted results from 3D modelling have a better fit and proper alignment with the values obtained from monitoring of retaining wall in a deep excavation
کلیدواژهها
نویسندگان
شیوه ارجاع
Talebi, Sajedeh and Afrasyabi Gorgani, Arash and Sadeghi, Abbasali and Hashemi, Seyede Vahide,1398,Prediction the Performance of Structure with A Deep Excavation Wall,First International Conference on Mechanical, Manufacturing, Industrial and Civil Engineering
ارائهشده در
مجموعه مقالات اولین کنفرانس بین المللی مکانیک، ساخت، صنایع و مهندسی عمران25 اسفند 1398