Experimental Investigations of the Effectiveness of the "Geocomposite" Method of Soil Grouting in the Beds of Buildings on Backfill Sands

Abelev, M. Yu.; Averin, I. V.; Korableva, U. A.

doi:10.1007/s11204-015-9310-3

Cited by 6 publications

(2 citation statements)

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“…1 Sands usually show a rather low compressibility and therefore the stabilization of bed soils in most cases is not required. 2 However, if structures (e.g., buildings, roads, and bridges) are located in seismically active regions or on highly compressible soil, they can experience differential and distortional settlements, often causing significant damage. 3 Therefore, soil treatment methods to overcome these problems are of great interest for the building industry.…”

Section: Introductionmentioning

confidence: 99%

Development of a novel CaCO₃ PILP based cementation method for quartz sand

et al. 2019

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Section: Introductionmentioning

confidence: 99%

Development of a novel CaCO₃ PILP based cementation method for quartz sand

et al. 2019

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“…According to the results of geotechnical monitoring, the precipitation of the building at the end of the measurements stabilized and amounted to 80.73 mm. The obtained results of the actual precipitation and the value of its calculated value have obtained good convergence [14,15].…”

Section: Resultsmentioning

confidence: 99%

Investigation of compacted sandy soils properties at base of buildings and structures

Chunyuk

Kopteva²,

Selviyan³

et al. 2022

E3S Web Conf.

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Based on the data of physical and mechanical properties of soils obtained at various construction sites in Moscow, the article discusses in detail the issues of soil compaction and determination of bearing capacity. The article describes various methods of soil compaction, which must be taken into account to determine the value of the physical and mechanical characteristics of the soils laid down in the project. It is especially important at the initial stage to determine the necessary parameters of the compacted base. The described dependences of the deformation modulus and the compaction coefficient for the artificial base were carried out in comparison with engineering and geological data obtained from real objects in the city of Moscow. The analysis of the results obtained for sands with different granulometric composition was carried out and graphs of the dependencies of the data obtained were constructed. The article also describes the controlled parameters when using a compacted sand cushion as an artificial base.

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