The Experimental Analysis Of The Effect Of Geotextile Reinforcement Of Cohesive Soil On The Settlement And Bearing Capacity
Öz
The properties of the soils in terms of engineering must be identified for the design of buildings and foundations to be constructed in areas where soft clay or loose sand ground conditions predominate. The engineering properties of different soils diversify in a broad range based on the sort of the ground in addition to the terrain conditions like the degree of compaction, water content, consolidation pressure, loading, and drainage conditions. Grounds may not perpetually hold the desired properties. Thanks to the structures to be built on the grounds, excessive settlements or collapses can happen because of inadequate ground bearing capacity. In order to reinforce the weaknesses of the soils, either the application of a deep foundation should be employed, or a proper improvement method should be applied to the foundation ground.In the study, the effect of the reinforcement of the geotextile, which has become widespread, on the clay ground was examined. Experiments have been conducted to identify the index properties, settlement, and sliding resistance parameters of soils on Süleyman Demirel University Soil Mechanics Laboratory on clay samples from the provinces of İzmir and İstanbul. Following the identification of the settlement and sliding values, the geotextile was added, and its effect on the settlement and bearing strength values was analyzed. Experiments were conducted by placing single-layered and double-layered geotextile in the samples with the values of optimum water content, the water content 10% more than the optimum value, and the water content 10% less than the optimum value.The results achieved after laboratory experiments are displayed with graphics and compared with each other.
Anahtar Kelimeler
Clay Geotextile Bearin Capacity Settlement Unconfined compressive strength
Destekleyen Kurum
SULEYMAN DEMIREL UNIVERSITY
Proje Numarası
2999-YL-11.
Teşekkür
I would like to thank Süleyman Demirel University Scientific Research Projects Management Unit for their financial support for this study, which was prepared within the scope of the Scientific Research Project numbered 2999-YL-11.
Kaynakça
- Adams, M.T. ve Collin, J. G., (1997). Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundation, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 66-72.
- Alawaji, H. A., (2001). Settlement and Bearing Capacity of Geogrid – water content 10% higher than optimum Reinforced Sand over Collapsible Soil. Geotextiles and Geomembranes, 19, 75-88.
- Aslan E., (2021). Performance of Marginal Fillers Reinforced with Geosythetics Under Static Loads. Bursa Uludağ University Graduate School of Natural and Applied Sciences Department of Civil Engineering. Master's thesis, 123 p.
- Bergado D. T., Youwai S., Haic C. N., Voottipruex P., (2001). Interaction of Nonwoven Needle-Punched Geotextiles Under Axisymmetric Loading Conditions. Geotextiles and Geomembranes, 19, 299-328.
- Çakar, G., (2016). Investigation of the behavior of geotextile reinforced clays in the laboratory, Master’s Thesis, Balıkesir University Graduate School of Natural and Applied Sciences, Balıkesir.
- Das, B.M., Shin, E.C., Omar, M.T., (1994). The Bearing Capacity Of Surface Strip Foundations On Geogrid-Reinforced Sand And Clay – A Comparative Study. Geotechnical And Geological Engineering, 12, 1-14.
- Dash S. K., Sireesh S. and Sitharam T. G., (2003). Model Studies on Circular Footing Supported on Geocell Reinforced Sand Underlain by Soft Clay.
- Demir, E., Kolay, E. & Karaduman, Y. (2022). Kenevirden İmal Edilen Geotekstilin Sıkıştırılmış Bazı Zeminlerin Dayanımı Üzerindeki Etkisi. Mühendislik Bilimleri ve Araştırmaları Dergisi, 4 (2) , 266-277 . DOI: 10.46387/bjesr.1167983
- Dikmen M., (2013). Experimental investigation of the effect of geotextile reinforcement on the settlement and bearing capacity behavior of foundations resting on clay soil using the Plaxis 3D program, Süleyman Demirel University. Institute of Science and Technology. Department of Civil Engineering. Master's thesis, 106p.
- Karakan E., Okucu A., Yağcı B., (2015) Stress-strain and strength parameters of geotextile reinforced clays. 6th Geotechnical Symposium, November 2015, Adana
- Koerner, R.M., (1989). “Designing with Geosynthetics”, Prentice Hall, Englewood Cliffs, New Jersey. Mandal, J. N., Sah, H., (1992). Bearing Capacity Tests on Geogrid-Reinforced Clay, Geotextiles and Geomembranes. 327-333.
- Noorı M.S. and K. Dehghanıan K., (2021). Settlement Analysis of Geosynthetics Reinforced Embankments, Dicle University Journal of Engineering) 12:4, Page 699-709, doi:10.24012/dumf.1002256
- Noorzad, R., Mirmoradi S.H., (2010), Laboratory evaluation of the behavior of a geotextile reinforced clay, Geotextiles and Geomembranes, 28,386-392.
- Ramaswamy S.D., and Purushothaman P., (1992). Model footings of geogrid reinforced clay. Proceedings of the Indian Geotechnical Conference on Geotechnique Today, 183-186.
- Shin E., Das B., Puri S., Yen S., Cook E., (1993). Bearing Capacity of Strip Foundation on Geogrid-Reinforced Clay. Tech. Note, American Society for Testing and Materials, 534-541.
Öz
Destekleyen Kurum
SÜLEYMAN D
Proje Numarası
2999-YL-11.
Kaynakça
- Adams, M.T. ve Collin, J. G., (1997). Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundation, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 66-72.
- Alawaji, H. A., (2001). Settlement and Bearing Capacity of Geogrid – water content 10% higher than optimum Reinforced Sand over Collapsible Soil. Geotextiles and Geomembranes, 19, 75-88.
- Aslan E., (2021). Performance of Marginal Fillers Reinforced with Geosythetics Under Static Loads. Bursa Uludağ University Graduate School of Natural and Applied Sciences Department of Civil Engineering. Master's thesis, 123 p.
- Bergado D. T., Youwai S., Haic C. N., Voottipruex P., (2001). Interaction of Nonwoven Needle-Punched Geotextiles Under Axisymmetric Loading Conditions. Geotextiles and Geomembranes, 19, 299-328.
- Çakar, G., (2016). Investigation of the behavior of geotextile reinforced clays in the laboratory, Master’s Thesis, Balıkesir University Graduate School of Natural and Applied Sciences, Balıkesir.
- Das, B.M., Shin, E.C., Omar, M.T., (1994). The Bearing Capacity Of Surface Strip Foundations On Geogrid-Reinforced Sand And Clay – A Comparative Study. Geotechnical And Geological Engineering, 12, 1-14.
- Dash S. K., Sireesh S. and Sitharam T. G., (2003). Model Studies on Circular Footing Supported on Geocell Reinforced Sand Underlain by Soft Clay.
- Demir, E., Kolay, E. & Karaduman, Y. (2022). Kenevirden İmal Edilen Geotekstilin Sıkıştırılmış Bazı Zeminlerin Dayanımı Üzerindeki Etkisi. Mühendislik Bilimleri ve Araştırmaları Dergisi, 4 (2) , 266-277 . DOI: 10.46387/bjesr.1167983
- Dikmen M., (2013). Experimental investigation of the effect of geotextile reinforcement on the settlement and bearing capacity behavior of foundations resting on clay soil using the Plaxis 3D program, Süleyman Demirel University. Institute of Science and Technology. Department of Civil Engineering. Master's thesis, 106p.
- Karakan E., Okucu A., Yağcı B., (2015) Stress-strain and strength parameters of geotextile reinforced clays. 6th Geotechnical Symposium, November 2015, Adana
- Koerner, R.M., (1989). “Designing with Geosynthetics”, Prentice Hall, Englewood Cliffs, New Jersey. Mandal, J. N., Sah, H., (1992). Bearing Capacity Tests on Geogrid-Reinforced Clay, Geotextiles and Geomembranes. 327-333.
- Noorı M.S. and K. Dehghanıan K., (2021). Settlement Analysis of Geosynthetics Reinforced Embankments, Dicle University Journal of Engineering) 12:4, Page 699-709, doi:10.24012/dumf.1002256
- Noorzad, R., Mirmoradi S.H., (2010), Laboratory evaluation of the behavior of a geotextile reinforced clay, Geotextiles and Geomembranes, 28,386-392.
- Ramaswamy S.D., and Purushothaman P., (1992). Model footings of geogrid reinforced clay. Proceedings of the Indian Geotechnical Conference on Geotechnique Today, 183-186.
- Shin E., Das B., Puri S., Yen S., Cook E., (1993). Bearing Capacity of Strip Foundation on Geogrid-Reinforced Clay. Tech. Note, American Society for Testing and Materials, 534-541.
Ayrıntılar
| Birincil Dil | İngilizce |
|---|---|
| Konular | Malzeme Mühendisliği (Diğer) |
| Bölüm | Araştırma Makaleleri |
| Yazarlar | |
| Proje Numarası | 2999-YL-11. |
| Erken Görünüm Tarihi | 31 Mart 2024 |
| Yayımlanma Tarihi | 31 Mart 2024 |
| Kabul Tarihi | 21 Kasım 2023 |
| Yayımlandığı Sayı | Yıl 2024 Cilt: 8 Sayı: 1 |
