SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS

SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS

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The article presents the pommel sack results of analytical numerical calculations of the cruciform foun- dations under the uniformly distributed load.The distributions of the stresses and displace- ments in active zone of the cross-shaped foundations are featured.The comparison of experi- mental and analytical settlements of complex form foundations is carried out.Multifactor power dependences are gained to define Dining Room Set the settlements of cruciform foundations on cohesive and non-cohesive soil basement.

The ability of the effective foundation forms using the condi- tion of the maximum allowable settlement is featured.