The supporting structures for deep excavations are nowadays often verified by numerical analyses, but sometimes, when dealing with simple structures in undemanding ground conditions, analytical procedures are still used. In this diploma thesis, the comparison of analytical and numerical procedures is presented on an example of anchored soldier wall. In the analytical analyses the actions on structures are determined deterministically based on active earth pressures and passive earth resistances. Several different procedures are available for determining the passive resistance of the soil acting on the embedded length of structure. In order to obtain a larger set of results for comparison, computational analyzes are performed for different shear strength of soil and spacings of bearing beams or piles. The results obtained by analytical calculations using different methods are finally compared with the values determined with the numerical analysis of supporting structures using the finite element method.
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