APPLICATION OF ADVANCED METHODS CALCULATION OF THE BEARING CAPACITY OF THE SOIL BASE AT RECONSTRUCTION AND OPERATION OF QUAY-WALLS

The results of studies of the bearing capacity of the soil base of gravity-type quay-walls on the basis of the method developed for calculating the «structure — soil base» system are considered. The method proposed allows determining the bearing capacity of the soil base in conditions of mixed stress state model (limit and sublimit stress state of the soil base) under the base of the foundation structure. Permissible operating loads on a number of gravity-type quay-walls are determined, taking into account the bearing capacity calculation of the soil bases of the investigated structures.