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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Vertical Load on Lateral Response of Single Piles in Coral Sand
https://orcid.org/http://orcid.org/0000-0002-5352-7880
https://orcid.org/http://orcid.org/0000-0002-3563-2222
Coral sand is distributed widely between 30 °S and 30 °N, and its mechanical properties are significantly different from general siliceous sand. To investigate the pile-soil lateral response in calcareous sand foundation under the vertical-horizontal load combinations, a series of effective numerical studies were conducted and analyzed. The lateral load-displacement curves, pile deformations, soil stress fields, and soil displacement fields were analyzed in detail. The combined loaded piles show a significant increase in the lateral capacities, or a corresponding reduction of pile displacements as compared to pure lateral loaded pile. In addition, the existence of vertical load can increase the stresses of sand around pile and weaken the rotation flow zone of sand near the pile tip.
Effect of Vertical Load on Lateral Response of Single Piles in Coral Sand
https://orcid.org/http://orcid.org/0000-0002-5352-7880
https://orcid.org/http://orcid.org/0000-0002-3563-2222
Coral sand is distributed widely between 30 °S and 30 °N, and its mechanical properties are significantly different from general siliceous sand. To investigate the pile-soil lateral response in calcareous sand foundation under the vertical-horizontal load combinations, a series of effective numerical studies were conducted and analyzed. The lateral load-displacement curves, pile deformations, soil stress fields, and soil displacement fields were analyzed in detail. The combined loaded piles show a significant increase in the lateral capacities, or a corresponding reduction of pile displacements as compared to pure lateral loaded pile. In addition, the existence of vertical load can increase the stresses of sand around pile and weaken the rotation flow zone of sand near the pile tip.
Effect of Vertical Load on Lateral Response of Single Piles in Coral Sand
https://orcid.org/http://orcid.org/0000-0002-5352-7880
https://orcid.org/http://orcid.org/0000-0002-3563-2222
Coral sand is distributed widely between 30 °S and 30 °N, and its mechanical properties are significantly different from general siliceous sand. To investigate the pile-soil lateral response in calcareous sand foundation under the vertical-horizontal load combinations, a series of effective numerical studies were conducted and analyzed. The lateral load-displacement curves, pile deformations, soil stress fields, and soil displacement fields were analyzed in detail. The combined loaded piles show a significant increase in the lateral capacities, or a corresponding reduction of pile displacements as compared to pure lateral loaded pile. In addition, the existence of vertical load can increase the stresses of sand around pile and weaken the rotation flow zone of sand near the pile tip.
Effect of Vertical Load on Lateral Response of Single Piles in Coral Sand
Lecture Notes in Civil Engineering
Guo, Wei (Herausgeber:in) / Qian, Kai (Herausgeber:in) / Wang, Chunyan (Autor:in) / Ding, Xuanming (Autor:in)
International Conference on Green Building, Civil Engineering and Smart City ; 2022 ; Guilin, China
08.09.2022
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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