ABSTRACT
A complex of studies of the mechanism of interaction of closely erected foundations with a soil base has been carried out. Based on the generalization of the obtained results of field experiments and field observations, a universal method for calculating the precipitation of foundations of reconstructed buildings has been developed.
The results of complex studies of the mechanism of interaction of closely erected foundations with the ground base are presented. A universal method is proposed for calculating the sediment of foundations that are being built closely, which allows for the design to take into account local changes in compressibility and the stress state of the base due to mutual influence. Comparison of the results of theoretical and experimental studies showed acceptable reliability of the proposed methodology.
