IMPROVED METHODS OF CALCULATING OF GRAVITY-TYPE STRUCTURES

Autor:	Khoneliia, N., Fedorova, K.
Rok vydání:	2021
Předmět:	numerical modeling limit and sublimit stress-strain states the soil base the reactive capacity gravity-type quay wall lateral earth pressure
DOI:	10.24412/2701-8369-2021-19-1-59-62
Popis:	The results of studies of the reactive capacity of the soil base of a gravity-type quay-wall on the basis of the method developed for calculating the “structure soil base” system are considered. The method proposed allows determining the reactive capacity of the soil base in conditions of mixed stress state model (limit and sublimit stress state of the soil base) under and around of the base of the foundation structure in a wide range of loads of lateral earth pressure. The transformation of limit and sublimit stress state zones of the soil base on the basis of numerical modeling is presented which shows an increase of the sizes of limit stress state and a decrease of the sizes of sublimit stress state.
Databáze:	OpenAIRE
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