Open Access
| Issue |
E3S Web Conf.
Volume 274, 2021
2nd International Scientific Conference on Socio-Technical Construction and Civil Engineering (STCCE – 2021)
|
|
|---|---|---|
| Article Number | 03021 | |
| Number of page(s) | 8 | |
| Section | Building Constructions, Buildings and Structures | |
| DOI | https://doi.org/10.1051/e3sconf/202127403021 | |
| Published online | 18 June 2021 | |
- I. T. Mirsayapov, N. N. Aysin, Influence of a deep construction pit on a technical condition of surrounding buildings, dig. of art. International Conference on Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations, GFAC 2019, Saint Petersburg, 197 (2019) DOI: 10.1201/9780429058882-38 [Google Scholar]
- D. R. Safin, Experimental studies of a weak clay base reinforced with sand piles, IOP Conf. Series: Materials Science and Engineering, 962 (2020) DOI: 10.1088/1757-899X/962/3/032020 [Google Scholar]
- M. A. Shams, M. A. Shahin, M. A. Ismail, Numerical analysis of slab foundations on reactive soils incorporating sand cushions, Computers and Geotechnics, 112, 218 (2019) DOI: 10.1016/j.compgeo.2019.04.026 [Google Scholar]
- F. E. Sánchez, M. B. Aguado, E. S. Pérez, Probabilistic method to assess model uncertainty of rigid inclusion on a granular fill supporting a slab foundation, Applied Sciences, 10(21) (2020) DOI: 10.3390/app10217885 [Google Scholar]
- M. A. Shams, M. A. Shahin, M. A. Ismail, Simulating the behaviour of reactive soils and slab foundations using hydro-mechanical finite element modelling incorporating soil suction and moisture changes, Computers and Geotechnics, 98 (2018) DOI: 10.1016/j.compgeo.2018.01.013 [Google Scholar]
- R. Scarfone, M. Morigi, R. Conti, Assessment of dynamic soil-structure interaction effects for tall buildings: A 3D numerical approach, Soil Dynamics and Earthquake Engineering, 128 (2020) DOI: 10.1016/j.soildyn.2019.105864 [Google Scholar]
- M. A. Shams, M. A. Shahin, M. A. Ismail, Design of Stiffened Slab Foundations on Reactive Soils Using 3D Numerical Modeling, International Journal of Geomechanics, 20(7) (2020) DOI: 10.1061/(asce)gm.1943-5622.0001654 [Google Scholar]
- M. Jlilati, V. Brown, X. Tang, Comparative investigation of two design methods for slab-on-grade foundations subjected to concentrated loads, ISEC 2019 - 10th International Structural Engineering and Construction Conference (2019) DOI: 10.14455/isec.res.2019.45 [Google Scholar]
- D. Kuchárová, G. Lajčáková, Concrete slab on elastic foundation under one axle load, MATEC Web of Conferences, 313 (2020) DOI: 10.1051/matecconf/202031300010 [Google Scholar]
- P. Murakonda, P. Maheshwari, Soil-structure interaction of plates on earth beds with geosynthetic inclusion, Indian Geotechnical Journal, 49(3) (2019) DOI: 10.1007/s40098-018-0327-1 [Google Scholar]
- M. Mohyla, K. Vojtasik, M. Stolarik, Experimentally measurement and analysis of stress under foundation slab, International Journal of GEOMATE, 13(35), 128 (2017) DOI: 10.21660/2017.35.6694 [CrossRef] [Google Scholar]
- E. Hrubesova, M. Mohyla, H. Lahuta, T. Q. Bui, P. D. Nguyen, Experimental analysis of stresses in subsoil below a rectangular fiber concrete slab, Sustainability (Switzerland), 10(7) (2018) DOI: 10.3390/su10072216 [Google Scholar]
- T. Bobyleva, A. Shamaev, An Efficient Algorithm for Calculating Rheological Parameters of Layered Soil Media Composed from Elastic-Creeping Materials, Soil Mechanics and Foundation Engineering, 54(4) (2017) DOI: 10.1007/s11204-017-9462-4 [Google Scholar]
- Z. Xiu, C. Li, F. Wang, J. Qi, Investigation on the deformation behavior of multilayered soils under a large foundation, Dongbei Daxue Xuebao/Journal of Northeastern University, 40(12) (2019) DOI: 10.12068/j.issn.1005-3026.2019.12.020 [Google Scholar]
- D. Loukidis, G. Tamiolakis, Spatial distribution of Winkler spring stiffness for rectangular mat foundation analysis, Engineering Structures, 153 (2017) DOI: 10.1016/j.engstruct.2017.10.001 [Google Scholar]
- A. Beskopylny, E. Kadomtseva, G. Strelnikov, Numerical study of the stress-strain state of reinforced plate on an elastic foundation by the Bubnov-Galerkin method, IOP Conference Series: Earth and Environmental Science (2017) DOI: 10.1088/1755-1315/90/1/012017 [Google Scholar]
- B. Klemczak, A. Zmij, M. Azenha, Numerical study on restraints effects in massive foundation slabs, Procedia Engineering, 193, 226 (2017) DOI: 10.1016/j.proeng.2017.06.208 [CrossRef] [Google Scholar]
- M. Mirsaidov, Q. Mamasoliev, Contact problems of multilayer slabs interaction on an elastic foundation, IOP Conference Series: Earth and Environmental Science, 614 (2020) DOI: 10.1088/1755-1315/614/1/012089 [Google Scholar]
- R. Baimakhan, Z. Kadirova, A. Seinassinova, Calculation model of the “buildingfoundation” system on anisotropic base and deformation calculations, Periodicals of Engineering and Natural Sciences, 9(1) (2021) DOI: 10.21533/pen.v9i1.1807 [Google Scholar]
- C. Li, Z. Xiu, F. Wang, Calculation on deformation of layered sandy with weak interlayer under large foundation, Dongbei Daxue Xuebao/Journal of Northeastern University, 39(4) (2018) DOI: 10.12068/j.issn.1005-3026.2018.04.025 [Google Scholar]
- D. R. Safin, R. T. Zainullin, Research of bearing capacity and deformability of ground ballast berms, Izvestiya KGASU, 4(46) (2018) [Google Scholar]
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