ANALYSIS OF NON-UNIFORM CROSS SECTION HOLLOW PILES IN DRIVABILITY PROCESS

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TAVASOLI OMID; GHAZAVI MAHMOUD

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Journal: BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING Year:2016 | Volume:2 | Issue:4 Page(s): 55-69

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Title

ANALYSIS OF NON-UNIFORM CROSS SECTION HOLLOW PILES IN DRIVABILITY PROCESS

Author(s)

TAVASOLI OMID | GHAZAVI MAHMOUD | Issue Writer Certificate

Keywords

HOLLOW PILE

TAPERED PILE

OPEN-ENDED PILE

FIELD TESTS

PILE DRIVING

NUMERICAL ANALYSIS

FLAC3D

Abstract

Pile driving is one of the pile construction methods to install prefabricated concrete piles using special tools. Driving method and its process is one of the most important aspects of implementation of this pile, so that the lack of sufficient accuracy to this problem, in addition to reducing operation efficiency, affects the surrounding environment and soil. In this paper, the behavior of cylindrical and tapered HOLLOW PILEs were investigated with real tests and numerical analyses using FLAC3D software. The efficacy of pile geometry such as cylindrical and tapered HOLLOW PILEs is analyzed in PILE DRIVING under hammer impact...

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APA: Copy

TAVASOLI, OMID, & GHAZAVI, MAHMOUD. (2016). ANALYSIS OF NON-UNIFORM CROSS SECTION HOLLOW PILES IN DRIVABILITY PROCESS. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, 2(4 ), 55-69. SID. https://sid.ir/paper/265912/en

Vancouver: Copy

TAVASOLI OMID, GHAZAVI MAHMOUD. ANALYSIS OF NON-UNIFORM CROSS SECTION HOLLOW PILES IN DRIVABILITY PROCESS. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING[Internet]. 2016;2(4 ):55-69. Available from: https://sid.ir/paper/265912/en

IEEE: Copy

OMID TAVASOLI, and MAHMOUD GHAZAVI, “ANALYSIS OF NON-UNIFORM CROSS SECTION HOLLOW PILES IN DRIVABILITY PROCESS,” BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, vol. 2, no. 4 , pp. 55–69, 2016, [Online]. Available: https://sid.ir/paper/265912/en

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