@ARTICLE{Krasiński_A._Wyniki_2011, author={Krasiński, A. and Urban, M.}, number={No 1}, journal={Archives of Civil Engineering}, pages={59-72}, howpublished={online}, year={2011}, publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES}, abstract={Deep excavation walls can be analyzed and calculated by using classical methods (currently rarely in use due to their many simplifications) or numerical methods. Among the numerical methods we can distinguish a simplified approach, in which the interaction between soil and a wall structure is modelled by a system of elasto-plastic supports, and the finite-element method (FEM) in which the soil is modelled with mesh of elements. It is a common view that if we want to analyze only wall constructions, the first, simplified method of calculation is sufficient. The second method, FEM, is required if we want to further analyze the stress and strain states in the soil and the influence of the excavation on the surrounding area. However, as it is demonstrated in the paper, important differences may appear in the calculation results of both methods. Thus, the safety design of a deep excavation structure depends very much on the choice of calculating method.}, type={Artykuły / Articles}, title={Wyniki analiz obudów głębokich wykopów uzyskane z dwóch różnych metod obliczeniowych}, title={The Results of Analysis of Deep Excavation Walls Using Two Different Methods of Calculation}, URL={http://journals.pan.pl/Content/83746/mainfile.pdf}, keywords={deep excavation wall, numerical analysis, earth pressure}, }