A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Winkler’s Based Parametric Analysis of Unplugged Short Pipe Pile
https://orcid.org/http://orcid.org/0000-0003-0935-0931
The North India's lowlands consist of soft alluvial deposits, which are saturated throughout the year. The construction of the conventional shallow foundation is very difficult in this area due to high groundwater table. A short open-ended steel pipe pile with soil plug is being proposed for this region. By using shear stress–displacement response for alluvial deposits, the proposed foundation is analyzed. Parametric studies are carried out to study the effects of length to diameter ratio (L/do), diameter ratio (d/do), and angle of shearing resistance of core plug (φsp) on the load sharing and the settlement of the proposed foundation.
Winkler’s Based Parametric Analysis of Unplugged Short Pipe Pile
https://orcid.org/http://orcid.org/0000-0003-0935-0931
The North India's lowlands consist of soft alluvial deposits, which are saturated throughout the year. The construction of the conventional shallow foundation is very difficult in this area due to high groundwater table. A short open-ended steel pipe pile with soil plug is being proposed for this region. By using shear stress–displacement response for alluvial deposits, the proposed foundation is analyzed. Parametric studies are carried out to study the effects of length to diameter ratio (L/do), diameter ratio (d/do), and angle of shearing resistance of core plug (φsp) on the load sharing and the settlement of the proposed foundation.
Winkler’s Based Parametric Analysis of Unplugged Short Pipe Pile
https://orcid.org/http://orcid.org/0000-0003-0935-0931
The North India's lowlands consist of soft alluvial deposits, which are saturated throughout the year. The construction of the conventional shallow foundation is very difficult in this area due to high groundwater table. A short open-ended steel pipe pile with soil plug is being proposed for this region. By using shear stress–displacement response for alluvial deposits, the proposed foundation is analyzed. Parametric studies are carried out to study the effects of length to diameter ratio (L/do), diameter ratio (d/do), and angle of shearing resistance of core plug (φsp) on the load sharing and the settlement of the proposed foundation.
Winkler’s Based Parametric Analysis of Unplugged Short Pipe Pile
Lecture Notes in Civil Engineering
Choudhary, Awdhesh Kumar (editor) / Mondal, Somenath (editor) / Metya, Subhadeep (editor) / Babu, G. L. Sivakumar (editor) / Verma, Aparna (author) / Jawaid, S. M. Ali (author)
2021-07-13
10 pages
Article/Chapter (Book)
Electronic Resource
English
Winkler’s Based Parametric Analysis of Unplugged Short Pipe Pile
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