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Pregled bibliografske jedinice broj: 1254863

Удосконалення розрахунку осідань основ будівель підвищенням достовірності визначення показників стисливості ґрунту


Vynnykov, Yuriy; Hajiyev, Muhalis; Aniskin, Aleksej, Miroshnychenko, Irina.
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



POVEZANOST RADA


Ustanove:
Sveučilište Sjever, Koprivnica

Profili:

Avatar Url Aleksej Aniskin (autor)

Poveznice na cjeloviti tekst rada:

doi journals.nupp.edu.ua

Citiraj ovu publikaciju:

Vynnykov, Yuriy; Hajiyev, Muhalis; Aniskin, Aleksej, Miroshnychenko, Irina.
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)
Vynnykov, Y., Hajiyev, M. & Aniskin, Aleksej, Miroshnychenko, Irina. (2019) Удосконалення розрахунку осідань основ будівель підвищенням достовірності визначення показників стисливості ґрунту. U: Academic journal. Series: Industrial Machine Building, Civil Engineering doi:10.26906/znp.2019.52.1684.
@article{article, author = {Vynnykov, Yuriy and Hajiyev, Muhalis}, year = {2019}, pages = {115-123}, DOI = {10.26906/znp.2019.52.1684}, keywords = {settlement, method of layer-by-layer summing up, reliability, soil compression test, soil porosity coefficient, soil deformation modulus, soil compressibility index, anisotropy}, doi = {10.26906/znp.2019.52.1684}, title = {Удосконалення розрахунку осідань основ будівель підвищенням достовірності визначення показників стисливості ґрунту}, keyword = {settlement, method of layer-by-layer summing up, reliability, soil compression test, soil porosity coefficient, soil deformation modulus, soil compressibility index, anisotropy}, publisherplace = {Poltava, Ukrajina} }
@article{article, author = {Vynnykov, Yuriy and Hajiyev, Muhalis}, year = {2019}, pages = {115-123}, DOI = {10.26906/znp.2019.52.1684}, keywords = {settlement, method of layer-by-layer summing up, reliability, soil compression test, soil porosity coefficient, soil deformation modulus, soil compressibility index, anisotropy}, doi = {10.26906/znp.2019.52.1684}, title = {Improvement of settlement calculations of building foundations by increasing the reliability of determining soil compressibility indices}, keyword = {settlement, method of layer-by-layer summing up, reliability, soil compression test, soil porosity coefficient, soil deformation modulus, soil compressibility index, anisotropy}, publisherplace = {Poltava, Ukrajina} }

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