Guideline and Recommendation for the design of Tank Foundations
Tank         Earth Foundations                                     Earth Foundations with a Concrete Ringwall           Reinforced Concrete Slab
Foundation   with a Crushed stone Ringwall
Type
Conditions      The subgrade has adequate bearing capacity           Large tanks, tanks with heavy or tall shells        Pile supported foundation where soil
to be            and acceptable settlements                            and    self-supported   roofs    impose      a       bearing pressures are very low
considered                                                             substantial load on foundation under shell
                When the anchorage is not necessary¶
                                                                      Can be used where high foundation uplift
                                                                       forced are encountered resulting form
                                                                       internal pressure or wind/seismic loading to
                                                                       provide for anchorage
Advantage       The most economical type of tank foundation          Allows very good leveling of the periphery          The reinforced concrete slab is very
                Provides uniform support of the tank bottom           of the bottom and the shell which is                 recommendable when the level of the
                 by dissipating concentrated loads in a granular       positioned on it                                     underground water is high
                 pattern                                              Can used in congested areas with space