Pullout behavior of geocell reinforcement in cohesionless soils

Isik A., Gurbuz A.

GEOTEXTILES AND GEOMEMBRANES, cilt.48, ss.71-81, 2020 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 48
  • Basım Tarihi: 2020
  • Doi Numarası: 10.1016/j.geotexmem.2019.103506
  • Dergi Adı: GEOTEXTILES AND GEOMEMBRANES
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, Compendex, Geobase, INSPEC, Civil Engineering Abstracts
  • Sayfa Sayıları: ss.71-81
  • Anahtar Kelimeler: Geosynthetics, Geocell, Pullout, Theoretical analysis, BEARING CAPACITY, OUT RESISTANCE, SHEAR-STRENGTH, TESTS, GEOGRIDS, SCALE, PERFORMANCE, INTERFACE, MODEL
  • Erzincan Binali Yıldırım Üniversitesi Adresli: Hayır

Özet

Large-scale laboratory equipment was developed to assess interaction between soil and 3-D honeycomb shaped geocell reinforcement under normal and interface shear stress. An understanding of this interaction is vital in assessing mechanical behavior of geocell-reinforced soil mass. Specifically, the equipment allows evaluation of the load transfer mechanism with the measurements of strains, displacements and loads, including friction and passive resistance on the side surfaces and inside the cells of geocell reinforcement. Additionally, the device visually presents sequence of movement response of each reinforcing cell in the direction of the pulling force, thereby showing the contribution of each cell to the total capacity. Overall, it is concluded that the pullout capacity of geocell reinforcement in cohesionless soils is limited to the seam peel strength at junctions of longitudinal and transverse of geocell strips, which creates the cells in layout of geocell reinforcement. Finally, a theoretical approach was established to predict the pullout capacity of geocell-reinforced soil mass.