Factors Affecting the Behaviour of Retaining Structures with Prestressed Anchorages Under 2D and 3D Conditions

Author:

Papadopoulou Konstantina,Sofianos Alexandros

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference16 articles.

1. Bakker KJ (2006) Α 3D FE model for excavation analysis. In: Proceedings of the 5th international symposium T.C28 (Geotechnical aspects of underground construction in soft ground), Netherlands, pp 473–478

2. Brinkgreve RBJ, Bakker HL (1991) Non-linear finite element analysis of safety factors. In: Proceedings of the 7th international conference on computer methods and advances in geomechanics, Cairns, Australia., 1117-1122

3. Clough GW, O’ Rourkee T-D (1990) Construction induced movements of in situ walls. Geotechnical Special Publication, No 25: Design and performance of earth retaining structures, June 1990, pp 439–470

4. Clough GW, Smith EM, Sweeney BP (1989) Movement control of excavation support systems by iterative design. In: Proceedings of the ASCE foundation engineering: current principles and practices, vol 2, pp 869–884

5. Hovland HJ (1977) Three-dimensional slope stability analysis method. J Geotech Eng Div ASCE 103(9):971–986

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