2005•Periodica Polytechnica Civil EngineeringOpen access

USE OF CONE PENETRATION TEST IN PILE DESIGN

András Mahler

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Abstract

Modern methods of pile design often make extensive use of `in situ´ test data. Different pile capacity prediction methods were used to evaluate the axial capacity of 13 full-scale test piles. The pile load tests were performed on CFA piles in various soil conditions. The predicted behaviours of the piles are discussed and compared with the results of the pile load tests.

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Modern methods of pile design often make extensive use of `in situ´ test data. Different pile capacity prediction methods were used to evaluate the axial capacity of 13 full-scale test piles. The pile load tests were performed on CFA piles in various soil conditions. The predicted behaviours of the piles are discussed and compared with the results of the pile load tests.

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Available abstract

Modern methods of pile design often make extensive use of `in situ´ test data. Different pile capacity prediction methods were used to evaluate the axial capacity of 13 full-scale test piles. The pile load tests were performed on CFA piles in various soil conditions. The predicted behaviours of the piles are discussed and compared with the results of the pile load tests.

Key concepts: Pile, Cone penetration test, Geotechnical engineering, Penetration test, Structural engineering, Load testing, Penetration (warfare), Full scale

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