Analysis of Static and Dynamic Behavior of Flexible Retaining Structures Consists of Soldier Pile and Pre-Stressed Anchors by Flac-2d and 3d, M.Sc. Thesis Sharif University of Technology ; Haeri, Mohsen (Supervisor)
Abstract
In the recent years, in consideration with the developing of cities and increasing of population, the number of basement floors and associated depth of excavation, also, are increasing. Therefore, stabilization of the wall of these excavations is one of the most significant issues in geotechnical engineering. One of the most applicable methods in deep excavation is the use of soil anchoring by pre-stressed anchoring. This system is consisted of series of soldier piles to which, anchors, shot Crete or lagging walls, maintaining soil between piles, have been bolstered. Yet, there are lots of ambiguities about the static and the dynamic behavior of these structures. However, studies about...
Cataloging briefAnalysis of Static and Dynamic Behavior of Flexible Retaining Structures Consists of Soldier Pile and Pre-Stressed Anchors by Flac-2d and 3d, M.Sc. Thesis Sharif University of Technology ; Haeri, Mohsen (Supervisor)
Abstract
In the recent years, in consideration with the developing of cities and increasing of population, the number of basement floors and associated depth of excavation, also, are increasing. Therefore, stabilization of the wall of these excavations is one of the most significant issues in geotechnical engineering. One of the most applicable methods in deep excavation is the use of soil anchoring by pre-stressed anchoring. This system is consisted of series of soldier piles to which, anchors, shot Crete or lagging walls, maintaining soil between piles, have been bolstered. Yet, there are lots of ambiguities about the static and the dynamic behavior of these structures. However, studies about...
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