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A platform for research: civil engineering, architecture and urbanism
Experimental and Numerical Analysis of Laterally Loaded Pile Subjected to Earthquake Loading
In this study, a dynamic soil pile interaction has been adopted to capture and address the pile response under the effect of combined lateral and axial loads during earthquake motion. A laterally loaded pile is subjected to shaking motion with a laminar shaking box installed in dry sand prepared at different initial relative densities. The pile–soil system was subjected to different excitation intensities (Kobe and Ali-Al gharbi). The pile behavior and the performance of pile–soil interaction were further discussed and compared with numerical modeling using three-dimensional finite element code (ABAQUS CAE) software. The test results indicated an increasing trend in pile (for both earthquakes) displacement as lateral loads decrease, while the acceleration increases progressively upward when input motion propagates and slightly affects vertical displacement. On the other hand, there is a good agreement between shaking table tests and finite element modeling.
Experimental and Numerical Analysis of Laterally Loaded Pile Subjected to Earthquake Loading
In this study, a dynamic soil pile interaction has been adopted to capture and address the pile response under the effect of combined lateral and axial loads during earthquake motion. A laterally loaded pile is subjected to shaking motion with a laminar shaking box installed in dry sand prepared at different initial relative densities. The pile–soil system was subjected to different excitation intensities (Kobe and Ali-Al gharbi). The pile behavior and the performance of pile–soil interaction were further discussed and compared with numerical modeling using three-dimensional finite element code (ABAQUS CAE) software. The test results indicated an increasing trend in pile (for both earthquakes) displacement as lateral loads decrease, while the acceleration increases progressively upward when input motion propagates and slightly affects vertical displacement. On the other hand, there is a good agreement between shaking table tests and finite element modeling.
Experimental and Numerical Analysis of Laterally Loaded Pile Subjected to Earthquake Loading
Lecture Notes in Civil Engineering
Karkush, Mahdi O. (editor) / Choudhury, Deepankar (editor) / Hussein, Rusul Salman (author) / Albusoda, Bushra Suhil (author)
Modern Applications of Geotechnical Engineering and Construction ; Chapter: 25 ; 291-303
2020-12-22
13 pages
Article/Chapter (Book)
Electronic Resource
English
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