COMPARATIVE ANALYSIS OF THE STRESS-STRAIN STATE OF THE TWO VARIANTS OF REINFORCEMENT DESIGN SUBGRADE

Abstract

In the article the results of comparative analysis of two variants of the ground bed strengthening are presented. The mathematical simulation conducted on the basis of finite-element method has given a possibility to testify that both variants of strengthening influence positively on the stressed-and-strained state of the ground bed.

Keywords

• comparative analysis
• stress-strain state
• strengthening the structure
• subgrade