TWO PILE DRIVING TECHNIQUES: TOP AND BOTTOM HAMMERING

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GHAZAVI MAHMOUD; Tavakkoli Mehrjardi Gholamhossein

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:2006 | Issue:7

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Information Seminar Paper

Title

TWO PILE DRIVING TECHNIQUES: TOP AND BOTTOM HAMMERING

Author(s)

GHAZAVI MAHMOUD | Tavakkoli Mehrjardi Gholamhossein

Keywords

PILE DRIVING

WAVE EQUATION

TOP AND BOTTOM HAMMERING

DRIVING STRESS

SET

Abstract

PILED FOUNDATIONS WITH LARGE DIAMETERS ARE USUALLY USED FOR PLATFORM FOUNDATIONS AND OTHER OFFSHORE STRUCTURES. IN THESE SITUATIONS, PILES ARE NORMALLY DRIVEN INTO THE GROUND. THIS PAPER CONTRIBUTES TO INVESTIGATE THE FEASIBILITY OF BOTTOM HAMMERING INSTEAD OF TRADITIONAL TOP HAMMERING. TO THIS AIM, PLAXIS 7.2 SOFTWARE IS USED TO SIMULATE THE PILE DRIVING PHENOMENON. THE LARGE DIAMETER PILE IS ASSUMED TO BE MADE OF STEEL. THE PILE MATERIAL IS ASSUME TO BE LINEAR, ELASTIC, AND OF CIRCULAR CROSS SECTIONAL AREA. THE SOIL BEHAVIOR IS ASSUMED TO BE ELASTO-PLASTIC AND ITS FAILURE IS CONTROLLED BY THE MOHR- COULOMB FAILURE CRITERION. THE PILE IS DRIVEN TO THE GROUND UNDER THE SAME RELEASED ENERGY EITHER BY TOP OR BOTTOM HAMMERING. THE RESULTS ON DRIVING STRESSES AND SETS WILL BE PRESENTED.

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APA: Copy

GHAZAVI, MAHMOUD, & Tavakkoli Mehrjardi, Gholamhossein. (2006). TWO PILE DRIVING TECHNIQUES: TOP AND BOTTOM HAMMERING. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/907204/en

Vancouver: Copy

GHAZAVI MAHMOUD, Tavakkoli Mehrjardi Gholamhossein. TWO PILE DRIVING TECHNIQUES: TOP AND BOTTOM HAMMERING. 2006. Available from: https://sid.ir/paper/907204/en

IEEE: Copy

MAHMOUD GHAZAVI, and Gholamhossein Tavakkoli Mehrjardi, “TWO PILE DRIVING TECHNIQUES: TOP AND BOTTOM HAMMERING,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2006, [Online]. Available: https://sid.ir/paper/907204/en

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