Pregled bibliografske jedinice broj: 1254863
Удосконалення розрахунку осідань основ будівель підвищенням достовірності визначення показників стисливості ґрунту
Удосконалення розрахунку осідань основ будівель підвищенням достовірності визначення показників стисливості ґрунту // Academic journal. Series: Industrial Machine Building, Civil Engineering
Poltava, 2019. str. 115-123 doi:10.26906/znp.2019.52.1684 (predavanje, domaća recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Удосконалення розрахунку осідань основ будівель
підвищенням достовірності визначення показників
стисливості ґрунту
(Improvement of settlement calculations of building
foundations by increasing the reliability of
determining soil compressibility indices)
Autori
Vynnykov, Yuriy ; Hajiyev, Muhalis ; Aniskin, Aleksej, Miroshnychenko, Irina.
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Academic journal. Series: Industrial Machine Building, Civil Engineering
/ - Poltava, 2019, 115-123
Skup
II International Ukraine-Azerbaijan Conference. «BUILDING INNOVATIONS - 2019
Mjesto i datum
Poltava, Ukrajina, 23.05.2019. - 24.05.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Domaća recenzija
Ključne riječi
settlement, method of layer-by-layer summing up, reliability, soil compression test, soil porosity coefficient, soil deformation modulus, soil compressibility index, anisotropy
Sažetak
Ways to improve the methods of calculating the foundations bases’ settlements by increasing the reliability of determining the soil compressibility indices are substantiated. The complex approach to refinement of the buildings bases' settlements cal-culation by the layer summation method is investigated by accounting for the soil deformation modulus variability in the full pressure range perceived by the base at loading ; soil strength coefficient βZ ; soil deformation anisotropy by elastic orthotropic model ; tendencies to magnitude variation in the soil deformation modulus in depth of the body under the foundations and within the artificial bases built with the soil compaction. There was also proved the possibility of increasing the accuracy of the predicting method for the buildings' foundations base settling using the soil compression index and accounting for the pressure effect on the soil deformation parameters in depth of the compressible strata.
Izvorni jezik
Engleski
Znanstvena područja
Geofizika, Građevinarstvo