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FEATURES OF THE BEARING CAPACITY ESTIMATION OF THE COLLAPSING SOIL BASES

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dc.contributor.author Zhussupbekov, Askar
dc.contributor.author Zhankina, Aizhan
dc.contributor.author Tulebekova, Assel
dc.contributor.author Yessentayev, Askar
dc.contributor.author Zhumadilov, Iliyas
dc.date.accessioned 2024-10-16T05:12:22Z
dc.date.available 2024-10-16T05:12:22Z
dc.date.issued 2022-04
dc.identifier.issn 2186-2990
dc.identifier.other doi.org/10.21660/2022.92.1656
dc.identifier.uri http://rep.enu.kz/handle/enu/17714
dc.description.abstract Mass construction of structures is complicated on collapsing soils. The time course of deformations in collapsing soils is determined by their moisture content. Since collapsing soils are usually in a low moisture state, their compressive strain from external load occurs within a relatively brief time. Soil subsidence, and equally collapsing in the water-saturated state, occurs over a longer period since these processes are associated with water filtration through the soil column. Thus, the improvement of the quality and efficiency of construction on collapsing soils largely depends on the proper assessment of their properties. The paper presents the practical experience of designing a section of a big ring road. There are issues of design features discussed, engineering-geological investigations, and soil tests with stamps given. Based on the obtained results, the choice of structural solutions for road pavement is substantiated. Recommendations on the design and assessment of the bearing capacity of collapsing soils are developed. ru
dc.language.iso en ru
dc.publisher International Journal of GEOMATE ru
dc.relation.ispartofseries Vol.22, Issue 92, pp.32-40;
dc.subject Collapsing Soil ru
dc.subject Bearing Capacity ru
dc.subject Road ru
dc.subject Test ru
dc.subject Embankment ru
dc.title FEATURES OF THE BEARING CAPACITY ESTIMATION OF THE COLLAPSING SOIL BASES ru
dc.type Article ru


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