Olha Dubinchyk, Dmytro Bannikov, Vitalii Kildieiev, Vitalii Kharchenko. Geotechnical analysis of optimal parameters for foundations interacting with loess area

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Parent Category: Geo-Technical Mechanics, 2020

Category: Geo-Technical Mechanics, 2020, № 153

Geoteh. meh. 2020, 153, 91-97

https://doi.org/10.1051/e3sconf/202016800024

 

GEOTECHNICAL ANALYSIS OF OPTIMAL PARAMETERS FOR FOUNDATIONS INTERACTING WITH LOESS AREA

¹Olha Dubinchyk, ¹Dmytro Bannikov, ¹Vitalii Kildieiev,¹Vitalii Kharchenko

¹Dnipro National University of Railway Transport named after Academician V. Lazaryan

Language: English

Abstract. The article highlights results of the geotechnical analysis of the stress and strain state for the base of a subsoil massif under its interaction with the strip foundations. The massif is represented by loess soils which while soaking give overtime subsidences that complicate the operation of a building or a structure. Through geotechnical iterative research, optimization of the parameters for strip foundations on four axes at a four-storeyed residential building is carried out. Checks are performed on two groups of limiting states for scenarios of soil occurrence in natural, moistened and compacted states. The optimum dimensions in the width of strip foundations are selected, they give approximately the same strain values of the base after the creation of the soil bedding with its layer-by-layer compaction. The relevance of this research is to develop optimal parameters in the design of strip foundations for shallow depth on subsidental loess soils.

REFERENCES:

1. O. Voloshyn, O. Riabtsev (2019). Some important aspects of rock mechanics and geomechanics. E3S Web of Conferences, International Conference Essays of Mining Science and Practice, 109 (2019). https://doi.org/10.1051/e3sconf/201910900114

2. Shvets, V.B., Shapoval, V.G., Petrenko, V.D., Andreyev, V.S., Selikhova, T.A., Tiutkin, A.L. (2008). Fundamenty promyshlennykh, grazhdanskikh i transportnykh sooruzheniy na sloistykh gruntovykh osnovaniyakh. Dnepropetrovsk: Nova ideolohiia

3. O. Voloshyn, O. Riabtsev (2013). Studies of stationary supporting zone sizes varied in the course of mining operations in deep horizons. Annual Scientific-Technical Collection – Mining of Mineral Deposits, 71-76 https://doi.org/10.1201/b16354-13

4. Bulychev, N.S. (1994). Mekhanika podzemnykh sooruzheniy. Moskva: Nedra

5. Krayev, V.F. (1971). Inzhenerno-geologicheskaya kharakteristika porod lessovoy formatsii Ukrainy. Kiyev: Naukova dumka

6. Krutov, V.I. (1982). Osnovaniyaifundamentynaprosadochnykhgruntakh. Kiyev: Budivelnyk

7. O. Dubinchyk, V. Petrenko, D. Ihnatenko, V. Kildieiev (2019). Comprehensive analysis of the retaining pile structure with the determining the stability factor by numerical methods. E3S Web of Conferences, International Conference Essays of Mining Science and Practice, 109 (2019) https://doi.org/10.1051/e3sconf/201910900020

8. Tiutkin, O.L., Dubinchyk, O.I., Kildieiev, V.R. (2018). Analiz rezultativ stiikosti porodnykh skhyliv, skladenykh neodnoridnymy ta sharuvatymy gruntamy, Bridgesandtunnels: Theory, Research, Practice, 14, 81-92 https://doi.org/10.15802/bttrp2019/152914

9. DBN V.2.1-10-2009 (2009). Osnovy ta fundamenty sporud. Osnovni polozhennia proiektuvannia. Kyiv: Minrehionbud Ukrainy

10. DBN V. 1.1-5-2000 (2006). Budynky i sporudy na pidrobliuvanykh terytoriiakh i na prosidaiuchykh gruntakh (Chastyna II. Budynky i sporudy na prosidaiuchykh gruntakh). Kyiv: Minbud Ukrainy

11. DBN V.1.2-2:2006 (2006). Navantazhennia i vplyvy. Normy proektuvannia. Kyiv: Minbud Ukrainy

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