Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Herausgeber:in) / Mondal, Somenath (Herausgeber:in) / Metya, Subhadeep (Herausgeber:in) / Babu, G. L. Sivakumar (Herausgeber:in) / Verma, Aparna (Autor:in) / Jawaid, S. M. Ali (Autor:in)
13.07.2021
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Winkler’s Based Parametric Analysis of Unplugged Short Pipe Pile
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