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Issue 16 (3) 2017 pp. 35-45

Mirosław J. Lipiński,Małgorzata K. Wdowska

Wydział Budownictwa i Inżynierii Środowiska, Szkoła Główna Gospodarstwa Wiejskiego w Warszawie

SELECTION OF GEOTECHNICAL METHODS FOR IDENTIFICATION OF SOIL CONDITIONS UNDER HIGH RISE BUILDINGS

Keywords: high rise buildings, site characterization, selection of parameters determination method, seismic waves velocity, state parameter, soil stiffness
Abstract:

In case of high rise building foundation soil, unlike in other objects a special selection of geotechnical
methods is required for site characterization. The paper reveals limitations of standard methods applicability
to identification of soil conditions. A ready to use formulae for stiff cohesive and dense cohesionless soils
were presented which can be used as the first step in evaluation of soil stiffness at the stage of foundation
design. Taking advantage of examples of recently constructed high rise buildings in Warsaw an approach to
identification of initial state and stiffness parameters determination was presented.

pub/16_3_35.pdf Full text available in Adobe Acrobat format:
http://www.architectura.actapol.net/volume16/issue3/16_3_35.pdf

For citation:

MLA Lipiński, Mirosław J., and Małgorzata K. Wdowska. "SELECTION OF GEOTECHNICAL METHODS FOR IDENTIFICATION OF SOIL CONDITIONS UNDER HIGH RISE BUILDINGS." Acta Sci.Pol. Architectura 16.3 (2017): 35-45.
APA Lipiński M.J. and Wdowska M.K. (2017). SELECTION OF GEOTECHNICAL METHODS FOR IDENTIFICATION OF SOIL CONDITIONS UNDER HIGH RISE BUILDINGS. Acta Sci.Pol. Architectura, 16 (3), 35-45
ISO 690 Lipiński, Mirosław J., Wdowska, Małgorzata K.. SELECTION OF GEOTECHNICAL METHODS FOR IDENTIFICATION OF SOIL CONDITIONS UNDER HIGH RISE BUILDINGS. Acta Sci.Pol. Architectura, 2017, 16.3: 35-45.
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http://www.architectura.actapol.net/tom16/zeszyt3/abstrakt-35.html