Experiment and theory of pile bearing capacity in a coherent soil (CROSBI ID 619123)
Prilog sa skupa u zborniku | stručni rad | međunarodna recenzija
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