Journal Article

·1997

Investigation of Soil-Structure Interaction in Tied-Back Walls

Mehmet Berilgen YTU , Kutay Özaydın YTU

Abstract

In this study, behavior of diaphragm walls with prestressed anchors during construction is investigated with numerical analysis and model testing, taking into consideration soil-structure interaction at anchor/soil and wall/soil interfaces. In the first phase of investigations, the load-deformation behavior of an anchor in soil during prestressing is studied with the help of pull-out tests, and the finite element analysis. Based on the evaluation of experimental results and analytical solutions for pull-out tests, conclusions are presented. In the second phase of investigations, the behavior of anchored diaphragm walls, as the excavations in front of the wall proceeds, is studied with model testing and numerical analysis. Based on the evaluation of experimental observations and analytical solutions, conclusions are reached for the behavior of anchored diagphram walls. (A) For the covering abstract see IRRD 898458.

Keywords

Diaphragm (acoustics) Finite element method Structural engineering Geotechnical engineering Deformation (meteorology) Engineering Materials science Composite material

Subject Areas

Structural Load-Bearing Analysis ·Civil and Structural Engineering ·Physical Sciences
Geotechnical Engineering and Underground Structures ·Civil and Structural Engineering ·Physical Sciences
Civil and Structural Engineering Research ·Civil and Structural Engineering ·Physical Sciences

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