Settlement of buildings constructed on soils of type II collapsibility
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The investigations and observations carried out in recent years of settlements of buildings and structures constructed on soils of type II collapsibility have shown that a complete penetration of the collapsible layer by piles, supports, or the compacted mass does not always prevent significant settlement of the foundations, particularly associated with the collapse of the surrounding soils due to their own weight [1-3, etc.]. This is confirmed by the service performance and observed settlement data of the foundations of several buildings: the covered trestle and the Palace of Culture of the Zaporozhe Transformer Plant (ZTZ) in the city of Zaporozhe, and also the nine-story community housing in the city of Dneprorudnoe.
[1] R. G. Grigoryan,et al. Experimental study of negative skin friction of piles in the case of slumping of soils from their own weight , 1975 .
[2] R. A. Tokar,et al. Experience in the construction and operation of buildings and structures of the southern tube-metallurgical plant in nikopol on slump-prone soils , 1971 .