Leon M. Estimation of Strip Foundations Basements by Deformations with Account of Soils Anisotropy

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0400U002526

Thesis Registration Form

0400U002526.pdf

Applicant for

Specialization

  • 05.23.02 - Основи та фундаменти

27-09-2000

Specialized Academic Board

Д 26.056.05

Essay

The research solves a problem of the influence of anisotropic properties of soils on stressed deformation state of basement with taking it in account for improving the estimation of strip foundation basement subsidence. By field experimental tests it was determined that soil deformational coefficient depends on porosity coefficient, blow index and genesis. The solution of a stress distribution problem in a strip foundation basement with account of deformational anisotropy properties and other characteristics of soils was received.

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