The strip intermittent foundation with variable longitudinal cross section differs from the usual completely intermittent foundations between the presence of foundation blocks and wall blocks of thin foundation wall panels, which serve as enclosing structures and partitions between external and internal foundation walls of buildings and structures.
A strip intermittent foundation with variable longitudinal cross section and inclined side faces of the pounds from the tape intermittent foundation with a variable longitudinal cross section differs in that the side faces of the foundation blocks-pods are arranged inclined to ensure the increase in the bearing capacity of the base soil due pillows and ground soil.
A strip intermittent foundation with a curved (sinusoidal) shape of the sole from a strip intermittent foundation with a variable longitudinal cross section is characterized by a curved (sinusoidal) form. This form of the foundation sole is arranged in order to reduce the material intensity of the pods blocks and increase the bearing capacity of the base soil due to the increase in the contact surface of the sole of the foundation with the soil of the base and friction between the sole foundation and the soil of the base.
An intermittent foundation with screw mechanisms and tanks from an intermittent foundation with a variable longitudinal cross section is distinguished by the presence of a screw mechanism and a tank in a block-pill. The screw mechanism is arranged to automatically exclude the renewal of the base soil within the ground nucleus and for automatic transportation of the overlapsed soil from the ground nucleus to the tank under the influence of the reaction of the base soil on the screw blades.