Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Single Pile Located on Sloping Ground Under Dynamic Loading
The laterally loaded structure is broadly supported by pile foundations. In addition to the vertical load, structures including high-rise construction, transmission tower, energy station, and offshore structures are subject to lateral load. Because of the huge continuous displacement, the conduct of the piles on sloping ground under earthquake loading is distinct from the conduct of the pile on the horizontal ground surface. The numerical analysis was performed using PLAXIS 2D in the current studies. The analysis is performed under dynamic loading on a single model pile to determine the soil–pile system behavior. The horizontal ground surface and slope angle of 1V:1.5H, 1V:2H, and 1V:3H have situated a single pile of embedded length to diameter ratio (L/D) of 16, 25, and 33. At its basis, the pile was subjected to dynamic loading (Bhuj earthquake, Gujarat). The acceleration, displacement, and bending moment of the pile was examined under each case from the analysis. Based on the results, the pile's acceleration and peak displacement and bending moment reduce as the L/D ratio increases.
A Single Pile Located on Sloping Ground Under Dynamic Loading
The laterally loaded structure is broadly supported by pile foundations. In addition to the vertical load, structures including high-rise construction, transmission tower, energy station, and offshore structures are subject to lateral load. Because of the huge continuous displacement, the conduct of the piles on sloping ground under earthquake loading is distinct from the conduct of the pile on the horizontal ground surface. The numerical analysis was performed using PLAXIS 2D in the current studies. The analysis is performed under dynamic loading on a single model pile to determine the soil–pile system behavior. The horizontal ground surface and slope angle of 1V:1.5H, 1V:2H, and 1V:3H have situated a single pile of embedded length to diameter ratio (L/D) of 16, 25, and 33. At its basis, the pile was subjected to dynamic loading (Bhuj earthquake, Gujarat). The acceleration, displacement, and bending moment of the pile was examined under each case from the analysis. Based on the results, the pile's acceleration and peak displacement and bending moment reduce as the L/D ratio increases.
A Single Pile Located on Sloping Ground Under Dynamic Loading
Lecture Notes in Civil Engineering
Patel, Satyajit (Herausgeber:in) / Solanki, C. H. (Herausgeber:in) / Reddy, Krishna R. (Herausgeber:in) / Shukla, Sanjay Kumar (Herausgeber:in) / Rathod, Deendayal (Autor:in) / Nigitha, D. (Autor:in) / Krishnanunni, K. T. (Autor:in)
06.05.2021
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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