BEARING CAPACITY OF DEEP PILE FOUNDATION FOR HIGH-RISE FACILITY ON WEAK SOILS: COMPARING OF ANALYSIS RESULTS AND EXPERIMENTAL DATA

The results of static testing of the pile and comparative results of analytical and numerical calculations for the experimental deep pile (length 65 m, diameter 1.2 m) under the high-rise building, designed in the area of a large thickness of weak soils, are presented in the paper. At the same const...

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Autores principales:	Rashid Mangushev, Nadezhda Nikitina
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	Publishing House ASV 2019-03-01
Colección:	International Journal for Computational Civil and Structural Engineering
Materias:	bearing capacity, analytical methods, numerical methods, experimental studies, pile, high-rise building, weak soils
Acceso en línea:	http://ijccse.iasv.ru/article/view/193
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