Open Access
Issue
E3S Web Conf.
Volume 274, 2021
2nd International Scientific Conference on Socio-Technical Construction and Civil Engineering (STCCE – 2021)
Article Number 03023
Number of page(s) 8
Section Building Constructions, Buildings and Structures
DOI https://doi.org/10.1051/e3sconf/202127403023
Published online 18 June 2021
  1. I. T. Mirsayapov, I.V. Koroleva, Long-term Settlements Assessment of High-rise Building Groundbase Based on Analytical Ground Deformation Diagram, Procedia Engineering 165, 519–527 (2016), DOI: 10.1016/j.proeng.2016.11.728 [CrossRef] [Google Scholar]
  2. L. F. Siraziev, Experimental studies of the stress-strain state of layered soil bases under the center of the stamp during short-term tests, Innovations and Investments 11, 225–228 (2018), DOI: 10.1016/j.proeng.2018.04.007 [Google Scholar]
  3. I. T. Mirsayapov, I. V. Koroleva, The strength and deformability of clay soils under the regime spatial stress state in view of cracking, Grounds, foundations and soil mechanics 1, 16–23 (2016), DOI: 10.1061/(ASCE)GM.1943-5622.0001580 [Google Scholar]
  4. I. T. Mirsayapov, I. V. Koroleva, Changes in physical and mechanical characteristics of soil under triaxial loading. In: CRC Press. CONFERENCE, 466, 193–196 (2019), DOI: 10.1201/9780429058882-37 [Google Scholar]
  5. I. T. Mirsayapov, N. N. Aysin, Influence of a deep construction pit on a technical condition of surrounding buildings, In: CRC Press. CONFERENCE, 466, 197–201 (2019), DOI: 10.1201/9780429058882-38 [Google Scholar]
  6. I. T. Mirsayapov, I. V. Koroleva, Calculation models of bearing capacity and deformation of soil foundations with vertical elements reinforced under regime cyclic loading, Springer Series in Geomechanics and Geoengineering, 502–507 (2019), DOI: 10.1007/978-3-319-99670-7_62 [CrossRef] [Google Scholar]
  7. I. Mirsayapov, D. Sabirzyanov, Bearing capacity of foundations base under combined alternating long-term static and cyclic loadin, In: CRC Press. CONFERENCE 2018, 700, 43–51 (2018), DOI: 10.1088/1757-899X/890/1/012069. [Google Scholar]
  8. I. T. Mirsayapov, I.V. Koroleva, Settlements assessment of high-rise building groundbase using transformed ground deformation diagram, In: IACMAG. CONFERENCE 2017, IACMAG, 914, 784–792 (2017), DOI: 10.1007/s40091-019-0213-9 [Google Scholar]
  9. I.T. Mirsayapov, I. V. Koroleva, Calculation models of bearing capacity and deformation of soil foundations with vertical elements reinforced under cyclic loading, In: ICSMGE. CONFERENCE 2017, ICSMGE, 3254, 2599–2602 (2017), DOI: 10.1007/978-3-319-99670-7_62 [Google Scholar]
  10. I. T. Mirsayapov, M. I. Shakirov, Combined plate-pile foundations settlement calculation under cyclic loading, Socio-Technical Construction and Civil Engineering: IOP Conf. Series: Materials Science and Engineering, 1–8 (2020) DOI: 10.1088/1757-899X/890/1/012069 [Google Scholar]
  11. I. F. Shakirov, D. R. Garifullin, The research of bearing capacity and deformation of sandy ground, reinforced by pressure cementation, Izvestiya KGASU, 4(34), 200–205 (2015) [Google Scholar]
  12. N. Z. Gotman, A. L. Gotman, Determination of the deformation modulus strengthened by ground cementing, Izvestiya KGASU, 1(39), 138–144 (2017) [Google Scholar]
  13. I. T. Mirsayapov, I. V. Koroleva, Strength and Deformability of Clay Soil Under Different Triaxial Load Regimes that Consider Crack, Soil Mechanics and Foundation Engineering, 53, 5–11 (2016) DOI: 10.1007/s11204-016-9356-x [CrossRef] [Google Scholar]
  14. I. Mirsayapov, I. Koroleva, Long-term Settlements Assessment of High-rise Building Groundbase Based on Analytical Ground Deformation Diagram, Procedia Engineering 165, 519–527 (2016), DOI: 10.1016/j.proeng.2016.11.728 [CrossRef] [Google Scholar]
  15. I. T. Mirsayapov, I. V. Koroleva, D. D. Sabirzyanov, Calculation model of foundation base settlement at the static and cyclic regime loading, In: ICEGT. CONFERENCE 2016, ICEGT, 756, 429–434 (2016) DOI: 10.1201/b21938-68 [Google Scholar]
  16. I. T. Mirsayapov, I. V. Koroleva, Computational Model of the Carrying Capacity of a Reinforced Foundation with Cyclic Loading, Soil Mechanics and Foundation Engineering, 52, 198–205 (2015) DOI: 10.1007/s11204-015-9328-6. [CrossRef] [Google Scholar]
  17. I. T. Mirsayapov, I. V. Koroleva, Sediments foundation bases under long-term regime loading, in ARC. Conference 2015, ARC, 1596, 1398–1401 (2015) DOI: 10.3208/jgssp.KAZ-17 [Google Scholar]
  18. I. T. Mirsayapov, I. V. Koroleva, Bearing capacity of foundations under regime cyclic loading, in ARC. Conference 2015, ARC 1596, 1214–1217 (2015) DOI: 10.3208/jgssp.KAZ-18 [Google Scholar]
  19. I. T. Mirsayapov, I. V. Koroleva, Clayey soils rheological model under triaxial regime loading, in ECSMGE, Conference 2015, ECSMGE 3976, 3249–3254 (2015) DOI: 10.1016/j.proeng.2015.11.728 [Google Scholar]
  20. I. T. Mirsayapov, I. V. Koroleva, Experimentaland theoretical studies of bearing capacity and deformation of reinforced soil foundations under cyclic loading, In: IACMAG. Conference 2014, IACMAG, 1525, 737–742 (2015) DOI: 10.1201/b17435-127 [Google Scholar]
  21. I. T. Mirsayapov, M. I. Shakirov, Bearing capacity and settlement of raft-pile foundations under cyclic loading, in ICEGT. CONFERENCE 2016, ICEGT, 756, 423–428 (2016) DOI: 10.1201/b21938-67 [Google Scholar]
  22. I. T. Mirsayapov, I. V. Koroleva, I. I. Mirsayapova, Evaluation of seismic stability of layered soil bases in areas that are composed of clays and water-saturated sandstones, in ARC. Conference 2015, ARC, 1596, 719–722 (2015) DOI: 10.3208/jgssp.OTH-29 [Google Scholar]
  23. I. T. Mirsayapov, I. V. Koroleva, Bearing capacity and deformation of the base of deep foundations' ground base, in ISSMGE. CONFERENCE 2014, ISSMGE 1962, 401–404 (2014) DOI: 10.1201/b17240-74 [Google Scholar]
  24. I. T. Mirsayapov, I. V. Koroleva, Prediction of deformations offoundation beds with a consideration of long-term nonlinear soil deformation, Soil Mechanics and Foundation Engineering, 48, 148–157 (2011) DOI: 10.1007/s11204-011-9142-8 [CrossRef] [Google Scholar]
  25. I. T. Mirsayapov, A study of stress concentration zones under cyclic loading by thermal imaging method, Strength of Materials, 41, 339–344 (2009) DOI: 10.1007/s11223-009-9121-8 [CrossRef] [Google Scholar]
  26. R. Khuziakhmetov, D. Nurieva, Determination of the Reasons for the Fallof Pile Driving Machine Main Technical Near the Slope of the Foundation Pit IOP Conference Materials. Science Engeering, 890, 162–170 (2020) DOI: 10.1088/1757-899X/890/1/012136 [Google Scholar]
  27. I. F. Shakirov, S. I. Tyurkin, Researches of bearing capacity of hanging piles in the array of soil, reinforced by pressure cementation, Perspective directions of development in theory and practice of rheology and soil mechanics, XIV International Symposium on the rheology of soils, KGASU, Kazan, 75–80 (2014) [Google Scholar]

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