Studying intense the deformed condition of the soil massif and mutual influence of underground designs of existing and again erected constructions in a coastal zone of seaport of Taman

Abstract

Studying intense the deformed condition of the soil massif and mutual influence of underground designs of existing and again erected constructions in a coastal zone of seaport of Taman

A.Y. Prokopov, V.F. Akopyan, X.N. Gaptlislamova

Incoming article date: 28.11.2013

Features of a site of construction of constructions of seaport of Taman are considered. The settlement scheme of influence of new construction of point of loading on an existing complex of tanks is proved. The final and element model of a coastal zone with an arrangement of underground designs of existing and port constructions under construction is constructed. Results of calculation intense the deformed condition of the soil massif and construction designs are given.

Keywords: the pile bases, the soil basis, modeling, a deposit, intense the deformed condition.