Взаємодія паль різної довжини у пальовому полі

Abstract

It is developed certainly - element model of system "a soil layer - the pile base - ground designs". It is lead calculations it is strained - a deformable condition of the given system and it is presented comparative results of calculations at the device of a pile of different length. Thus rational geometrical accommodation of piles is considered by way of. The estimation to redistribution of internal efforts in base designs is made at the device of piles of different length.