Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
To Study Behavior of Piles in Liquefied Soil Using ANSYS
Modern construction industry involves the construction of a group of piles and raft foundation over loose soil. This type of composite construction handles eccentric loading and also minimizes the settlement of soil. Analysis of a group of pile foundation is a problematic. Also, the design of raft foundation with piles along with soil-structure interaction effect is somewhat difficult to process as the nature of the structure is affected by superstructure as well as the nature of foundation and soil. This paper includes the analysis of raft foundation with a group of piles using ANSYS Workbench, a finite element software to study load–displacement response in loose sand with interaction effects. Liquefaction phenomenon develops when the structure of loose, saturated sand breaks down due to expeditiously applied load. Three different spacing of piles were considered for the study, viz., 3D, 4D and 5D (where, D is the diameter of circular pile or side of the rectangular pile) with three different configurations, viz., 2 × 2, 2 × 3 and 2 × 4 with a desire of finding an optimum number of piles and piles spacing for loose sand. Analysis of pile groups having 2 × 4 and 2 × 3 configuration has been done on ANSYS Workbench and discussion and solution on results are presented in this research. Also, a comparison of various stress analysis results between 2 × 2 and 2 × 3 configuration of piles is discussed.
To Study Behavior of Piles in Liquefied Soil Using ANSYS
Modern construction industry involves the construction of a group of piles and raft foundation over loose soil. This type of composite construction handles eccentric loading and also minimizes the settlement of soil. Analysis of a group of pile foundation is a problematic. Also, the design of raft foundation with piles along with soil-structure interaction effect is somewhat difficult to process as the nature of the structure is affected by superstructure as well as the nature of foundation and soil. This paper includes the analysis of raft foundation with a group of piles using ANSYS Workbench, a finite element software to study load–displacement response in loose sand with interaction effects. Liquefaction phenomenon develops when the structure of loose, saturated sand breaks down due to expeditiously applied load. Three different spacing of piles were considered for the study, viz., 3D, 4D and 5D (where, D is the diameter of circular pile or side of the rectangular pile) with three different configurations, viz., 2 × 2, 2 × 3 and 2 × 4 with a desire of finding an optimum number of piles and piles spacing for loose sand. Analysis of pile groups having 2 × 4 and 2 × 3 configuration has been done on ANSYS Workbench and discussion and solution on results are presented in this research. Also, a comparison of various stress analysis results between 2 × 2 and 2 × 3 configuration of piles is discussed.
To Study Behavior of Piles in Liquefied Soil Using ANSYS
Lecture Notes in Civil Engineering
Patel, Satyajit (Herausgeber:in) / Solanki, C. H. (Herausgeber:in) / Reddy, Krishna R. (Herausgeber:in) / Shukla, Sanjay Kumar (Herausgeber:in) / Patil, Gaurao Suresh (Autor:in) / Joshi, Swapnil R. (Autor:in) / Sathe, Pramod S. (Autor:in)
06.05.2021
20 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
To Study Behavior of Piles in Liquefied Soil Using ANSYS
| TIBKAT | 2021
Lateral Behavior of Piles in Liquefied Soil
| British Library Conference Proceedings | 2001
Buckling of Piles under Liquefied Soil Conditions
| Online Contents | 2006
Buckling of Piles under Liquefied Soil Conditions
| Online Contents | 2006
Buckling of Piles under Liquefied Soil Conditions
| British Library Online Contents | 2007