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2004•Journal of China University of Mining and TechnologyRequires access

Application Software Development of Load Transfer Method with Self-Balanced Test

Chen Guang-feng

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Abstract

The pile stresses on the interfaces of all soil strata and the lateral friction fcrce of the single pile units were computed by the load transfer method with self-balanced test. The ultimate capacity of the single pile and the settlement of the pile top were obtained using the suppositions of the load transfer method. Finally, a program was developed to calculate the results of the self-balanced test according to the principle of load transfer method.

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What this paper is about

The pile stresses on the interfaces of all soil strata and the lateral friction fcrce of the single pile units were computed by the load transfer method with self-balanced test. The ultimate capacity of the single pile and the settlement of the pile top were obtained using the suppositions of the load transfer method. Finally, a program was developed to calculate the results of the self-balanced test according to the principle of load transfer method.

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Available abstract

The pile stresses on the interfaces of all soil strata and the lateral friction fcrce of the single pile units were computed by the load transfer method with self-balanced test. The ultimate capacity of the single pile and the settlement of the pile top were obtained using the suppositions of the load transfer method. Finally, a program was developed to calculate the results of the self-balanced test according to the principle of load transfer method.

Key concepts: Pile, Settlement (finance), Transfer (computing), Load testing, Geotechnical engineering, Structural engineering, Test (biology), Dynamic load testing

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