Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bearing Capacity of Geocell Reinforced Model Fly Ash Slope
A bulk utilization of pozzolonic material in the geotechnical construction is in demand for sustainable infrastructural development as it is economical, and further, it also reduces pollution. This paper focuses on the experimental investigations of only fly ash and single geocell-layered fly ash with slope angle β = 45° and footing edge distances (De = 1B, 2B, 3B. This is done in laboratory and with model instrument. From the experiment, load and settlement are measured, and from this data, load-settlement curves are reported. Ultimate bearing capacity of reinforced fly ash slope with geocell is compared with unreinforced fly ash slope by using load-settlement characteristics for slope. Test results show that load carrying capacity increases with increase in footing location from crest of the slope in all cases. Also, there is ample increase in bearing capacity with addition of single geocell reinforcement at first location of geocell layer (Z/B = 0.30). The study demonstrates bearing capacity improvement with the inclusion of geocell reinforcements.
Bearing Capacity of Geocell Reinforced Model Fly Ash Slope
A bulk utilization of pozzolonic material in the geotechnical construction is in demand for sustainable infrastructural development as it is economical, and further, it also reduces pollution. This paper focuses on the experimental investigations of only fly ash and single geocell-layered fly ash with slope angle β = 45° and footing edge distances (De = 1B, 2B, 3B. This is done in laboratory and with model instrument. From the experiment, load and settlement are measured, and from this data, load-settlement curves are reported. Ultimate bearing capacity of reinforced fly ash slope with geocell is compared with unreinforced fly ash slope by using load-settlement characteristics for slope. Test results show that load carrying capacity increases with increase in footing location from crest of the slope in all cases. Also, there is ample increase in bearing capacity with addition of single geocell reinforcement at first location of geocell layer (Z/B = 0.30). The study demonstrates bearing capacity improvement with the inclusion of geocell reinforcements.
Bearing Capacity of Geocell Reinforced Model Fly Ash Slope
Lecture Notes in Civil Engineering
Agnihotri, Arvind Kumar (Herausgeber:in) / Reddy, Krishna R. (Herausgeber:in) / Chore, H. S. (Herausgeber:in) / Patil, Vidya N. (Autor:in) / Chore, Hemant S. (Autor:in) / Sawant, Vishwas A. (Autor:in)
Indian Geotechnical and Geoenvironmental Engineering Conference ; 2021
24.11.2022
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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