Abstract
Evaluating the Mechanical Behaviour of Geotextile Reinforced Sand It is important to determine the mechanical properties of reinforced soils, since they are extensively used in practice. In this study, laboratory triaxial tests and direct shear tests were carried out in order to determine the stress-strain and dilation characteristics of geotextile-reinforced river sand. The mechanical behaviour of the composite material was investigated through varying the type of geotextile and confining pressure. Interface properties of geotextile-reinforced samples were evaluated with the direct shear tests. The results demonstrated that geotextile inclusion increases the peak strength, and reduces dilation especially at higher confining pressures
References
- ASTM D4767 - 11 Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils
- ASTM D 5321-08 “Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method”
- Zhanga M.X., Javadib A.A., Min X. (2006), “Triaxial tests of sand reinforced with 3D inclusions”, Geotextiles and Geomembranes Vol.24 201–209.
- Latha G. M.& Murthy V.S.(2007). Effects of reinforcement form on the behavior of geosynthetic reinforced sand; Geotextiles and Geomembranes 25(1): 23–32.
- Mofiz S.A.,Taha M.R., Sharker D.C.(2004). Mechanical stress-strain characteristics and model behaviour of geosynthetic reinforced soil composites; 17th ASCE Engineering Mechanics Conference ,June2004,13-16,University of Delaware, Newark, DE, pp.1-8.
- Palmeria E.M. (2009). Soil–geosynthetic interaction: Modelling and analysis; Geotextiles and Geomembranes 27(5):368–390.
- Richards, E.A., Scott, J.D., 1985. Soil Geotextile Frictional Properties. Second Canadian Symposium on Geotextiles and Geomenbranes, Edmonton. 13–24
Abstract
Donatılı zeminlerin mekanik özelliklerinin belirlenmesi uygulamada sıkça kullanılmaya başladıklarından dolayı önem arz etmektedir. Bu çalışmada geotekstil donatılı nehir kumunun gerilme-deformasyon ve kabarma özelliklerinin belirlenebilmesi amacıyla laboratuvar üç eksenli deneyleri ve direkt kesme kutusu deneyleri gerçekleştirilmiştir. Kompozit malzemenin mekanik özellikleri geotekstil tipi ve çevresel basınç değişimleriyle incelenmiştir. Direkt kesme kutusu deneyleri ile geotekstil donatılı numunenin arayüzey özellikleri belirlenmiştir. Sonuçlar, geotekstil donatının pik dayanımı arttırdığını ve özellikle yüksek çevresel basınçlar altında kabarmayı azalttığını göstermiştir
References
- ASTM D4767 - 11 Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils
- ASTM D 5321-08 “Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method”
- Zhanga M.X., Javadib A.A., Min X. (2006), “Triaxial tests of sand reinforced with 3D inclusions”, Geotextiles and Geomembranes Vol.24 201–209.
- Latha G. M.& Murthy V.S.(2007). Effects of reinforcement form on the behavior of geosynthetic reinforced sand; Geotextiles and Geomembranes 25(1): 23–32.
- Mofiz S.A.,Taha M.R., Sharker D.C.(2004). Mechanical stress-strain characteristics and model behaviour of geosynthetic reinforced soil composites; 17th ASCE Engineering Mechanics Conference ,June2004,13-16,University of Delaware, Newark, DE, pp.1-8.
- Palmeria E.M. (2009). Soil–geosynthetic interaction: Modelling and analysis; Geotextiles and Geomembranes 27(5):368–390.
- Richards, E.A., Scott, J.D., 1985. Soil Geotextile Frictional Properties. Second Canadian Symposium on Geotextiles and Geomenbranes, Edmonton. 13–24
Details
| Primary Language | Turkish |
|---|---|
| Journal Section | Articles |
| Authors | |
| Publication Date | June 18, 2015 |
| Submission Date | June 18, 2015 |
| Published in Issue | Year 2015 Volume: 26 Issue: 1 |