CONSOLIDATION OF A FOUNDATION LOCATED ON TERRAIN WITH A HIGH DEGREE OF SLIPPING

  • Gina Diana Muscă Dunarea de Jos University of Galati, Romania
  • Silviu Marian Toader Research Centre for Machines and Technological Equipment’s Mechanics, Romania
DOI: https://doi.org/10.35219/ann_udjg_im.2024_1.05
Keywords: consolidation, foundation design, engineer, geotechnical study, land, degree of slip

Abstract

The work entitled "Consolidation of a foundation located on terrain with
a high degree of slipping”, represents the set of technical works aimed at
stabilizing the foundation land and increasing its bearing capacity
depending on the type of land on which a building and/or construction is
built, and is carried out based on a detailed geotechnical study and a
technical consolidation project.

Published
2026-05-21
How to Cite
1.
Muscă GD, Toader SM. CONSOLIDATION OF A FOUNDATION LOCATED ON TERRAIN WITH A HIGH DEGREE OF SLIPPING. Analele Universităţii "Dunărea de Jos" din Galaţi. Fascicula XIV, Inginerie mecanică = Annals of “Dunarea de Jos“ University of Galati. Fascicle XIV, Mechanical Engineering [Internet]. 21May2026 [cited 25May2026];43(1):25-8. Available from: https://www.gup.ugal.ro/ugaljournals/index.php/im/article/view/10108
Issue
Vol 43 No 1 (2024)
Section
Articles