Parametric study simulation of axially loaded ored pile using finite element ode—Plaxis Software on subsurface soils Khartoum area-Sudan

• Autorzy: Ibrahim A. M. , Widodo S. , Hong S.
• Języki publikacji: EN

Abstrakty

EN

The diversity and complexity of subsurface soil in studied area consisting of alluvial deposits cause many diffi culties for foundation engineering. Therefore, a solution is needed for foundation in this problematic soil. In Sudan, raft foundation represents the basic and most widespread shallow foundation method for engineering structure except for bridges where the pile foundation is used. In recent years, after the discovery of petroleum in Sudan, a major advance in piling technology is needed due to intensive building of large numbers of precast high-rise tower. This paper used Plaxis software to understand the behavior of axially loaded bored pile using different loads, lengths and diameters of piles. In this paper a comprehensive analytical study using fi nite element analysis is presented and parametric study of pile under vertical load is performed. The analytical and quantitative analysis in this study shows useful understanding of the behavior of bored pile.

Słowa kluczowe

EN

bored pile; finite code; plaxis software

• Wydawca: Foundation for Young Scientists
• Czasopismo: Challenges of Modern Technology
• Rocznik: 2012
• Tom: Vol. 3, no. 3
• Strony: 33--38
• Opis fizyczny: Bibliogr. 18 poz., wykr., rys., tab.

Twórcy

autor

Ibrahim A. M.

• Geo-technical Institute, Freiberg University-Germany and Al Neelain University, Sudan

autor

Widodo S.

• Geo-technical Institute, Freiberg University-Germany

autor

Hong S.

• Geo-technical Institute, Freiberg University-Germany

Bibliografia

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