Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
An Experimental Investigation the Response of Pile Groups to Inclined Cyclic Loading in Sandy Soil
In general, inclined cyclic loads applied on the pile foundation are not covered enough in previous studies. Therefore, this paper included a laboratory model on pile groups in sandy soil subjected to inclined cyclic loading in two directions. The angle of inclination that selected in this work is 45 degree. The tests are conducted on 2 × 2, 2 × 3, and 3 × 2 pile groups with aluminum hollow piles. Besides, the raining technique is used to organize the layer of sandy soil. It can be concluded that the group 2 × 2 is more sensitive than another group in the case of an inclined cyclic load. In this case, the lateral resistance of group 2 × 2 decreases from 32 to 55% from another group when used to s/d = 3, and the results showed that the reduction in bearing capacity of soil in group 2 × 3 about 27.3, 37, and 39.4% from group 3 × 2 for s/d = 3, 5, and 7, respectively.
An Experimental Investigation the Response of Pile Groups to Inclined Cyclic Loading in Sandy Soil
In general, inclined cyclic loads applied on the pile foundation are not covered enough in previous studies. Therefore, this paper included a laboratory model on pile groups in sandy soil subjected to inclined cyclic loading in two directions. The angle of inclination that selected in this work is 45 degree. The tests are conducted on 2 × 2, 2 × 3, and 3 × 2 pile groups with aluminum hollow piles. Besides, the raining technique is used to organize the layer of sandy soil. It can be concluded that the group 2 × 2 is more sensitive than another group in the case of an inclined cyclic load. In this case, the lateral resistance of group 2 × 2 decreases from 32 to 55% from another group when used to s/d = 3, and the results showed that the reduction in bearing capacity of soil in group 2 × 3 about 27.3, 37, and 39.4% from group 3 × 2 for s/d = 3, 5, and 7, respectively.
An Experimental Investigation the Response of Pile Groups to Inclined Cyclic Loading in Sandy Soil
Karkush, Mahdi O. (Herausgeber:in) / Choudhury, Deepankar (Herausgeber:in) / Khurshed, Reyah D. (Autor:in) / Abbas, Jasim M. (Autor:in)
Geotechnical Engineering and Sustainable Construction ; Kapitel: 35 ; 435-446
20.03.2022
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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