Effect of settlement of foundations on the failure risk of the bottom of cylindrical steel vertical tanks for liquids

Abstract

Different types of foundations are used in steel, above-ground cylindrical storage tanks for liquids. If a sand-gravel foundation is used under the entire bottom of the tank or only in the central part of the tank, settlement can be expected, and it increases after many years of operation. The paper presents the typical kinds and types of soil settlements under the bottoms of the tanks, in which different types of foundations were used. Numerical analyses of the effect of the soil settlement on the state of deformations and stresses in steel sheets of the bottom under one of the real tanks, in which different types of foundations and different cases of settlement were assumed. The results of numerical analyses indicated the possibility of evaluating the state of the soil settlement and bottom sheet deformations on the basis of simple measurements of deformations of the lower part of the tank cylinder. These measurements can be very useful in assessing the possible risk of failure of the tank bottom during each period of its operation, as measurements of settlement of the bottom of a filled tank are not feasible in practice. It has been proposed that in each steel tank, the deformation of the cylinder's sheets should be measured even before the beginning of exploitation, and that in subsequent periodical measurements, the influence of the soil settlement under the tank on the state of the cylinder deformation and bottom's strain should be assessed more accurately.

Concrete Tank Failure as the Result of Implementing Wrong Boundary Conditions for Wall Support—Case Study

“…Structural failure and collapses are usually the consequence of various factors, such as the technology applied during operation [ 1 , 2 ], installation technologies [ 3 , 4 ], errors in construction [ 5 ], or changes in settling conditions at the exploitation stage [ 6 ]. Building collapse or failure can also be the result of errors made at the design stage, for example, errors in determining the static scheme [ 7 ].…”