PRACTICE IN THE APPLICATION OF EUROCODE 7 IN THE REPUBLIC OF BELARUS AND THE COMPARISON RESULTS OF THE GEOTECHNICAL CALCULATION OF BASES FOUNDATION ACCORDING TO EUROPEAN AND NATIONAL STANDARDS
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Abstract
In article the questions connected with enforcement of the European norms in Republic of Belarus and their interrelations with national standards are taken up. The main results of the geotechnical researches executed in RUP “Institute of BELNIIS” and verification of the European methods of calculation of foundations of the bases are given in soil conditions of the Belarusian region for the purpose of specification of parameters of national applications of Evrokod 7. Comments on the principles of design on European are given, to norms and their analysis. It is established that the divergence between calculation results of foundations of both the slabby, and pile bases, an analytical method with use of physicomechanical characteristics of soil on two bases of national standards (TNLA) of Republic of Belarus at achievement of a limit state, makes 10…50%, depending on the applied design approach – DA1…DA3 (ПП1…ПП3). Design approaches which give the smallest divergence between TNLA bases of Republic of Belarus are recommended for their fixing in national applications of Evrokod 7 as the main.
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References
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