INCREASING THE BASE LOAD-BEARING CAPACITY STACKED WITH SOIL TYPE II ON COLLAPSIBILITY

Journal Title: International Journal of Civil Engineering and Technology - Year 2019, Vol 10, Issue 3

Abstract

Phenomena of collapsibility should be considered as hazardous geological processes and construction on such soils requires special attention. The main aim of the research is to find a technical solution for eliminating collapsibility of soils under the dense building conditions. The article presents the results of a study on the elimination of this problem by constructing soil piles made with the help of an RG vibratory pile driver. The results of the study are recommended for use.

Authors and Affiliations

SMOLINSKIY NIKOLAY YAKOVLEVICH, KHARCHENKO MARIA SERGEYEVNA, KOVALENKO TATYANA ANATOLYEVNA, BORMOTINA ANASTASIA MIKHAILOVNA, KHALITOVA ANZIRA RUSTAMOVNA, MUKHIN ANDREY VALERIEVICH and KUDINOV ARTYOM VALERIEVICH

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  • EP ID EP46400
  • DOI -
  • Views 199
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How To Cite

SMOLINSKIY NIKOLAY YAKOVLEVICH, KHARCHENKO MARIA SERGEYEVNA, KOVALENKO TATYANA ANATOLYEVNA, BORMOTINA ANASTASIA MIKHAILOVNA, KHALITOVA ANZIRA RUSTAMOVNA, MUKHIN ANDREY VALERIEVICH and KUDINOV ARTYOM VALERIEVICH (2019). INCREASING THE BASE LOAD-BEARING CAPACITY STACKED WITH SOIL TYPE II ON COLLAPSIBILITY. International Journal of Civil Engineering and Technology, 10(3), -. https://europub.co.uk./articles/-A-46400