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Збірник наукових праць [Національного університету Полтавська політехніка імені Юрія Кондратюка].- Полтава. Галузеве машинобудування, будівництво
Zbirnyk naukovyh prats’ (galuzeve mashynobuduvannya, budivnytstvo)- Титул.
- Contents.
- Kryvosheiev P. I., Kozeletskiy P. M., Senatorov V. M., Kornienko M. V. Cooperation of ukrainian society for soil mechanics, geotechnics and engineering with international society ISSMGE. - C. 5-11.
- Zotsenko M. L. The history of creation and the essence of the combined soils testing of penetration and rotational cut method. - C. 12-19.
- Slyusarenko Yu. S., Titarenko V. A., Melashenko Yu. B., Shuminskiy V. D., Zotsenko М. L., Vynnykov Yu. L. The development of the national legal framework on the bases and foundations for buildings and structures design. - C. 20-31.
- Zhussupbekov A. Z., Shakhmov Z. A., Tleulenova G. T., Akhazhanov S. B. Using of dynamic and static load piling tests in Astana, Kazakhstan. - C. 32-37.
- Doubrovsky M. P., Dobrov I. Yu., Gerashchenko A. V., Dubrovska O. M. Model testing of piled clusters and large mono-piles of improved design. - C. 38-44.
- Ihnatov S. V. Drill injected technology application experience for the purpose of ground reinforcement and pile erection during reconstruction. - C. 45-53.
- Khrapatova I. V., Krotov O. V. The analysis of the stress-strain state of the system "basement - pile foundation – structure" considering swelling properties of soils. - C. 54-60.
- Kichaeva O. V. "Building – base" system boundary deformations exceeding probabilistic estimation methodology. - C. 61-69.
- Kornienko М. V., Korzachenko М. М., Bolotov М. G., Horb О. М. Constructional features of hegumen house in Chernihiv. - C. 70-75.
- Kuzlo M. T., Martyniuk P. M. Filtration of saline solutions in soil environments. - C. 76-81.
- Levenko G. M. Determination of the main design parameters for soil chemical stabilization. - C. 82-87.
- Lobacheva N. G. Compressible thickness depth determination under different calculation methods of the settlements according to National and European standards. - C. 88-98.
- Pastushkov V. G., Dalidovskaya A. A. Actual design model development of protective screen over the actions of subway lines. - C. 99-107.
- Pastushkov V. G., Kastsiukovich V. V. Assessment of the technical state of timber outlet elements of underground superstructures while holding the monitoring of operating underground running line tunnels in Minsk. - C. 108-115.
- Pastushkov G. P., Kisel M. A. Preparatory stage for monitoring the load-bearing structures of the operated subway station. - C. 116-125.
- Pastushkov G. P., Pastushkov V. G. Principles of calculation and monitoring of stress-strain state of the grade-separated traffic interchanges in Minsk. - C. 126-134.
- Pidlutskyi V. L. Formation of the foundations stress-strain state from the location change and piles parameters. - C. 135-143.
- Poklonskyi S. V., Korniyenko M. V. Comparison of the soil deformation modulus values received by the laboratory and in situ tests results. - C. 144-151.
- Popov S. O., Timchenko R. A., Yerina O. O. Iron ore mining geomechanical problems in Ukraine. - C. 152-158.
- Ruchkivskyi V. V. Influence of distance between a retaining wall and the existing building on stress-strain state of the system "retaining structures – soil massif". - C. 159-170.
- Samorodov O. V., Muliar D. L., Tabachnikov S. V. Single piles settlement under the action of negative friction forces. - C. 171-176.
- Shykuts K. K., Botyanovskiy A. A., Pastushkov V. G. Investigation of ground and foundation condition influence on the Spaso-Preobrozhenskaya church constructions in Polotsk. - C. 177-185.
- Skochko L. O. The redistribution of the height retaining walls levels, its effect at the stress-strain state of the system "retaining structures – soil mass". - C. 186-194.
- Strizhelchik G. G., Iegupov V. Yu. Problems of subway construction in complex engineering and geological conditions by the example of Kharkіv city. - C. 195-200.
- Suprunyuk V. V., Fursovych M. A. Rational planning of pile foundations. - C. 201-206.
- Timchenko R. A., Krishko D. A., Khoruzhenko I. V. Construction solution of folded-plate shell foundation for power transmission towers. - C. 207-213.
- Timchenko R. A., Krishko D. A., Macyshin S. О. Constructive solution of a tunnel under the existing highway. - C. 214-220.
- Timchenko R. A., Krishko D. A., Savenko V. O. Experimental research technique of retaining walls of a special type. - C. 221-226.
- Vynnykov Yu. L., Lvovska T. V. Moisture conditions patterns in road embankment clay soils depth. - C. 227-233.
- Vynnykov Yu. L., Miroshnychenko I. V., Landar О. М., Zotsenko V. М., Omelchenko P. M. Long-term subsidence of a multistory building on the base reinforced with soil cement elements. - C. 234-242.
- Yesakova S. V. Transversal loaded piles deformation task decision method. - C. 243-251.
- Zotsenko М. L., Vynnykov Yu. L., Kharchenko М. O., Nalyvaiko L. G., Mitinskiy V. M., Aniskin A. Foundations of the high rise building in the area of underground mining. - C. 252-260.
- Chernyshev D. O. Engineering protection eco-systems territories on the biosphere compatibility principles application. - C. 261-269.
- Storozhenko L. I., Hasii G. M. Experimental research methodology of full-scale steel and concrete composite cable space frame prototype. - C. 270-276.
- Kuschenko I. V. Assurance of structural steel survivability based on reservation of production facilities corrosion proofness. - C. 277-284.
- Voskobiinyk O. P., Cherednikova O. V. Light concrete composite slab with flexible reinforcement stress-strain state modeling by finite element method. - C. 285-294.
- Nalyvaiko O. I., Melnikov O. L., Nalyvaiko L. G., Petrash R. V., Khivrenko V. N. Application of hydrophobic cement slurries "RAN-M" of "RAMSINKS-2M" group to avoid fluid kick. - C. 295-300.
- Dryuchko O. G., Storozhenko D. O., Bunjakina N. V., Ivanytska I. O., Khanyukov V. O., Kytayhora К. O. Preparation of multifunctional layered oxide REE-containing materials. - C. 301-308.
| 2017 | | Вип. 2 (49)
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