Proposed novel bond-slip model for geocell reinforcement under pull-out loading condition

IŞIK A., ANIL Ö., GÜRBÜZ A.

Geotechnique, cilt.73, sa.11, ss.961-973, 2022 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 73 Sayı: 11
  • Basım Tarihi: 2022
  • Doi Numarası: 10.1680/jgeot.21.00120
  • Dergi Adı: Geotechnique
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, PASCAL, Aerospace Database, Aquatic Science & Fisheries Abstracts (ASFA), Communication Abstracts, Compendex, Environment Index, Geobase, ICONDA Bibliographic, INSPEC, Metadex, DIALNET, Civil Engineering Abstracts
  • Sayfa Sayıları: ss.961-973
  • Anahtar Kelimeler: bond, bond-slip model, buried structures, geocell, geotextiles, maximum bond stress, pull-out test
  • Erzincan Binali Yıldırım Üniversitesi Adresli: Evet

Özet

© 2022 Thomas Telford Ltd.An analysis of a novel bond-slip model for geocell reinforcement in cohesionless soils was established in terms of bond stresses and displacements to evaluate the behavior of geocell-reinforced soil structures. In this study, the bond-slip behavior of geocell reinforced cohesionless soils under different normal and interfacial shear stresses was investigated using a total of 55 pull-out tests on geocell reinforcements of different sizes and stiffness. The obtained results of load-displacement behavior of the 55 pull-out tests on the geocell reinforcements in cohesionless soil were converted to the bond stress-displacement graphs. Overall, it was found that the bond stress-displacement parameters depend significantly on the size and stiffness of the geocell reinforcement and the applied vertical stress.