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Experiment and theory of pile bearing capacity in a coherent soil (CROSBI ID 619123)

Prilog sa skupa u zborniku | stručni rad | međunarodna recenzija

Soldo, Božo ; Aniskin, Aleksej Experiment and theory of pile bearing capacity in a coherent soil // MODERN GEOTECHNOLOGY IN CONSTRUCTION AND THEIR SCIENTIFIC AND TECHNICAL SUPPORT, PART II. / СОВРЕМЕННЫЕ ГЕОТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ И ИХ НАУЧНО-ТЕХНИЧЕСКОЕ СОПРОВОЖДЕНИЕ, ЧАСТЬ II. / Mangushev R. A. et al (ur.). Sankt Peterburg: Saint-Petersburg State University Of Architecture And Civil Engineering, 2014. str. 241-251

Podaci o odgovornosti

Soldo, Božo ; Aniskin, Aleksej

engleski

Experiment and theory of pile bearing capacity in a coherent soil

An investigation of piles with compressive and tensile load on clay will be shown in this article. Beside the experimental testing of piles in clay and determined laboratory testing (that are adapted to the experiment), determined design procedures, their compare and the valuation of validity are also shown. In the design procedures some factors that are empirically in the literature are set theoretically. Many results of experimental researches on piles drilled in clay are also gathered.

drilled piles; clay; experiment; a-method; bearing factor; pile bearing capacity

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Podaci o prilogu

241-251.

2014.

objavljeno

Podaci o matičnoj publikaciji

MODERN GEOTECHNOLOGY IN CONSTRUCTION AND THEIR SCIENTIFIC AND TECHNICAL SUPPORT, PART II. / СОВРЕМЕННЫЕ ГЕОТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ И ИХ НАУЧНО-ТЕХНИЧЕСКОЕ СОПРОВОЖДЕНИЕ, ЧАСТЬ II.

Mangushev R. A. et al

Sankt Peterburg: Saint-Petersburg State University Of Architecture And Civil Engineering

978-5-9227-0466-3

Podaci o skupu

MODERN GEOTECHNOLOGY IN CONSTRUCTION AND THEIR SCIENTIFIC AND TECHNICAL SUPPORT / СОВРЕМЕННЫЕ ГЕОТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ И ИХ НАУЧНО-ТЕХНИЧЕСКОЕ СОПРОВОЖДЕНИЕ

ostalo

05.02.2014-07.02.2014

Sankt Peterburg, Ruska Federacija

Povezanost rada

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