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INCREASING THE BASE LOAD-BEARING CAPACITY STACKED WITH SOIL TYPE II ON COLLAPSIBILITY
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.10, No. 3)Publication Date: 2019-05-08
Authors : SMOLINSKIY NIKOLAY YAKOVLEVICH KHARCHENKO MARIA SERGEYEVNA KOVALENKO TATYANA ANATOLYEVNA BORMOTINA ANASTASIA MIKHAILOVNA KHALITOVA ANZIRA RUSTAMOVNA MUKHIN ANDREY VALERIEVICH; KUDINOV ARTYOM VALERIEVICH;
Page : 750-756
Keywords : collapsible soils; deformation of buildings; construction in Moldova; dangerous geological processes; ground bed;
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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.
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Last modified: 2019-05-17 18:23:22