CONTAINER STRUCTURES ON A VLASOV FOUNDATION WITH VARIABLE SOIL CHARACTERISTICS

In this study container structures such as cylindrical vessels which h ave a flat or shallow spherical shell bottom on a Vlasov foundation wi th variable soil characteristics, are investigated. The variation of t he soil's elastic modulus is assumed exponential along the depth of so il layer. Interaction between superstructure, foundation and soil is t aken into account. The loading is considered as axisymmetric relative to the center of the bottom. The solution is achieved using the flexib ility method, in which the wall is represented by distributed loads an d moments along the circumference of the bottom. Some parametrical res ults are obtained for various soil layer depth-to-bottom radius ratios and comparisons are made between exponential and the other variations of the soil's elastic modulus.