COMPARATIVE ANALYSIS OF THE BEARING CAPACITY OF FOUNDATIONS IN RAMMED PITS ON THE COMBINED SOIL BASES

Glukhov Vyacheslav Sergeevich1, Hryanina Olga Viktorovna2, Glukhova Mariya Vyacheslavovna3
1Penza State University of Architecture and Construction, Candidate of Technical Sciences, Assistant professor of geotechnics and road construction
2Penza State University of Architecture and Construction, Candidate of Technical Sciences, Assistant professor of geotechnics and road construction
3Penza State University of Architecture and Construction, Graduate student of department of geotechnics and road construction

Abstract
Presents а comparative analysis of the bearing capacity of the foundation in rammed pits obtained by the calculation method and the results of static tests. At the stage of completion of the broadening out rubble foundation bearing capacity are confirmed by dynamic control. The research results are the good convergence. The results of studies are recommended for use in similar ground conditions.

Keywords: analysis, bearing capacity, combined soil bases, dynamic control, foundation in rammed pits, static tests

Category: 05.00.00 Technical sciences

Article reference:
Comparative analysis of the bearing capacity of foundations in rammed pits on the combined soil bases // Modern scientific researches and innovations. 2015. № 5. P. 1 [Electronic journal]. URL: https://web.snauka.ru/en/issues/2015/05/53396

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