Abstract
Optimization of shape and size of foundation should consider the type of loading, numerous geotechnical and geological parameters as well as various safety and economic criteria. Dimensioning depends on various, often controversial, conditions and involves many uncertainties. Therefore we search compromise solutions using nondeterministic analysis based on mathematical logic. In our solution we use computer simulations and results of reliability theory.
References
[1] A. Charnes, W.W. Cooper. Chance constrained programming. Mgmt Sci., 6: 73-79, 1959.
[2] C.L. Hwang, A.S.M. Masud. Multiple objective decision making - Method and Applications. Springer, Berlin, 1979.
[3] D.M. Frangopol. Computer automated sensitivity analysis in reliability-based plastic design. Comput. Struct., 22: 63-75, 1986.
[4] D.C. Dlesk, J.S. Liebman. Multiple objective engineering design. Engng. Optimization, 6: 161-175, 1983.
[5] E. Dembicki, A. Tejchman. Wybrane zagadnienia fundamentowania budowli hydrotechnicznych. PWN Warszawa - Poznań, 1981.
[2] C.L. Hwang, A.S.M. Masud. Multiple objective decision making - Method and Applications. Springer, Berlin, 1979.
[3] D.M. Frangopol. Computer automated sensitivity analysis in reliability-based plastic design. Comput. Struct., 22: 63-75, 1986.
[4] D.C. Dlesk, J.S. Liebman. Multiple objective engineering design. Engng. Optimization, 6: 161-175, 1983.
[5] E. Dembicki, A. Tejchman. Wybrane zagadnienia fundamentowania budowli hydrotechnicznych. PWN Warszawa - Poznań, 1981.
