Interaction Extent of the Planar Geotextile Reinforcement Subgrade of Roads and Rail Routes

Krzysztof Józef Gradkowski

Abstract

Horizontal means of reinforcement layers of soil substrates installed in roads and rail routes also the interaction of geotextiles reinforcement of the soil are the subject of discussion in this article. The effectiveness of friction is the main factor in the efficiency the immobilized planar reinforcement by vertical uniform load utility. Mechanism of occurrence of friction as the forces of adhesion reinforcement geotextile with the ground is apparent from the balance of forces and appointed experimental testing as well.
Author Krzysztof Józef Gradkowski IDM
Krzysztof Józef Gradkowski,,
- The Institute of Roads and Bridges
Journal seriesProcedia Engineering, ISSN 1877-7058
Issue year2016
Vol153
Pages203-207
Publication size in sheets0.5
ConferenceXXV Polish – Russian – Slovak Seminar “Theoretical Foundation of Civil Engineering", 11-07-2016 - 16-07-2016, Zilina, Słowacja
Keywords in English subgrade reinforced; geotextiles; interface friction
DOIDOI:10.1016/j.proeng.2016.08.103
Languageen angielski
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Gradkowski K..pdf 496.33 KB
Score (nominal)15
ScoreMinisterial score = 15.0, 28-11-2017, ArticleFromJournalAndMatConf
Ministerial score (2013-2016) = 15.0, 28-11-2017, ArticleFromJournalAndMatConf
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