Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Novel Chicken Feather-Jute Geotextile Composite Reinforcement on Sand Load Bearing Capacity: An Experimental Study
https://orcid.org/http://orcid.org/0000-0002-9024-0934
https://orcid.org/http://orcid.org/0000-0001-9855-640X
A novel chicken feather-jute geotextile (CF-JGT) composite reinforcement material was designed in the present research study and a series of laboratory model tests were evaluated with different footing sizes (D) and pocket width (B), and thickness of reinforcements (T): B5T10-B10T10-B15T10; B5T10-B5T15-B5T20. The test results show that CF-JGT-B5T10 improves the soil load-carrying capacity 16.93 to 18.96 times and 2.45 to 2.74 times higher in comparison to the respective load-carrying capacity of unreinforced soils and high-tensile stiffness of JGT reinforced soils for the smaller footings i.e., D ≤ B. Also, the present research paper describes the effect of reinforcement on soil load-carrying capacity based on the condition of the footing (D) above the CF-JGT. Consequently, model test results elucidate the effect of composite reinforcement parameters of pocket size (B) and pocket thickness (T) on soil load-carrying capacity. Moreover, the length of CF (L) plays a vital role in the improvement of soil load-carrying capacity. Finally, the test results accentuate that the load-carrying capacity is significantly higher for the footing sizes of D equal to B and less than L, and also varies based on the condition of the footing (D) above the reinforcement of CF-JGT.
Effect of Novel Chicken Feather-Jute Geotextile Composite Reinforcement on Sand Load Bearing Capacity: An Experimental Study
https://orcid.org/http://orcid.org/0000-0002-9024-0934
https://orcid.org/http://orcid.org/0000-0001-9855-640X
A novel chicken feather-jute geotextile (CF-JGT) composite reinforcement material was designed in the present research study and a series of laboratory model tests were evaluated with different footing sizes (D) and pocket width (B), and thickness of reinforcements (T): B5T10-B10T10-B15T10; B5T10-B5T15-B5T20. The test results show that CF-JGT-B5T10 improves the soil load-carrying capacity 16.93 to 18.96 times and 2.45 to 2.74 times higher in comparison to the respective load-carrying capacity of unreinforced soils and high-tensile stiffness of JGT reinforced soils for the smaller footings i.e., D ≤ B. Also, the present research paper describes the effect of reinforcement on soil load-carrying capacity based on the condition of the footing (D) above the CF-JGT. Consequently, model test results elucidate the effect of composite reinforcement parameters of pocket size (B) and pocket thickness (T) on soil load-carrying capacity. Moreover, the length of CF (L) plays a vital role in the improvement of soil load-carrying capacity. Finally, the test results accentuate that the load-carrying capacity is significantly higher for the footing sizes of D equal to B and less than L, and also varies based on the condition of the footing (D) above the reinforcement of CF-JGT.
Effect of Novel Chicken Feather-Jute Geotextile Composite Reinforcement on Sand Load Bearing Capacity: An Experimental Study
https://orcid.org/http://orcid.org/0000-0002-9024-0934
https://orcid.org/http://orcid.org/0000-0001-9855-640X
A novel chicken feather-jute geotextile (CF-JGT) composite reinforcement material was designed in the present research study and a series of laboratory model tests were evaluated with different footing sizes (D) and pocket width (B), and thickness of reinforcements (T): B5T10-B10T10-B15T10; B5T10-B5T15-B5T20. The test results show that CF-JGT-B5T10 improves the soil load-carrying capacity 16.93 to 18.96 times and 2.45 to 2.74 times higher in comparison to the respective load-carrying capacity of unreinforced soils and high-tensile stiffness of JGT reinforced soils for the smaller footings i.e., D ≤ B. Also, the present research paper describes the effect of reinforcement on soil load-carrying capacity based on the condition of the footing (D) above the CF-JGT. Consequently, model test results elucidate the effect of composite reinforcement parameters of pocket size (B) and pocket thickness (T) on soil load-carrying capacity. Moreover, the length of CF (L) plays a vital role in the improvement of soil load-carrying capacity. Finally, the test results accentuate that the load-carrying capacity is significantly higher for the footing sizes of D equal to B and less than L, and also varies based on the condition of the footing (D) above the reinforcement of CF-JGT.
Effect of Novel Chicken Feather-Jute Geotextile Composite Reinforcement on Sand Load Bearing Capacity: An Experimental Study
Int. J. of Geosynth. and Ground Eng.
Buragadda, Venkatesh (Autor:in) / Kompala, Muni Pavan (Autor:in)
01.06.2022
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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