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STRIP FOUNDATION ON THE BASIS OF COMBINED
Glukhov Vyacheslav Sergeevich1, Hryanina Olga Viktorovna2, Glukhova Svetlana Vyacheslavovna3
1Penza State University of Architecture and Construction, Candidate of Technical Sciences, Assistant professor of department of Geotechnics and Road Construction
2Penza State University of Architecture and Construction, Candidate of Technical Sciences, Assistant professor of department of Geotechnics and Road Construction
3Penza State University of Architecture and Construction, Student of department of Geotechnics and Road Construction
1Penza State University of Architecture and Construction, Candidate of Technical Sciences, Assistant professor of department of Geotechnics and Road Construction
2Penza State University of Architecture and Construction, Candidate of Technical Sciences, Assistant professor of department of Geotechnics and Road Construction
3Penza State University of Architecture and Construction, Student of department of Geotechnics and Road Construction
Abstract
This article discusses option strip foundation with intermediate training on a combined basis. This option includes a device sand pillows, stuffed with piles broadening and strip foundation at the intermediate training. The calculation of the deformations of piles and strip foundation based on mutual influence. distribution of loads, perceived by strip foundations and piles is accepted of 50/50. The results of studies are recommended for use in similar ground conditions.
Keywords: broadening of the rubble, combined basis, intermediate training, sand pillow, strip foundation, stuffed piles
Category: 05.00.00 Technical sciences
Article reference:
Strip foundation on the basis of combined // Modern scientific researches and innovations. 2016. № 12 [Electronic journal]. URL: https://web.snauka.ru/en/issues/2016/12/75444

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