eNUPPIR

The results of monitoring the properties of road embankment soils

For five full-scale objects, research methodology and geotechnical control results of physical and mechanical characteristics of in layers compacted silty loam within the road embankment after its ...

Стаття 2024/04/16

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Comparative analysis of calculation models of soil behavior on the example of the tray experiment`s modeling

Graphs of settlements of stamp experiment in the modeling of the tray experiment with variable reinforcement parameters to determine the effect of reinforcement with vertical soil-cement elements (...

Стаття 2024/04/16

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Stress strained state change in the «deformed building – pile foundation – base» system resulting from supplying the slab under the grilles

Presented features of a new analytical model of the "deformed building - driven prismatic piles as a part of a continuous grille - soil base with a weak underlying layer" system before an...

Стаття 2022/02/09

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Tray research of the strain state of soil bases reinforced by soil-cement elements under the strip stamp

Experimental research of weak bases reinforced by vertical soil-cement elements are discribed in this article. Tray research of weak clay bases and bases with percent of reinforcement from 2,1% to ...

Стаття 2020/08/01

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Residential building deformation on pile foundation

A considerably distinctive deformed five-storeyed three-section brick residential house erected over 40 years ago on driven prismatic piles combined by a strip grid foundation by a standardized pro...

Стаття 2020/08/01

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Огляд Елементів