Open Access
| Issue |
E3S Web Conf.
Volume 263, 2021
XXIV International Scientific Conference “Construction the Formation of Living Environment” (FORM-2021)
|
|
|---|---|---|
| Article Number | 02051 | |
| Number of page(s) | 6 | |
| Section | Reliability of Buildings and Constructions and Safety in Construction | |
| DOI | https://doi.org/10.1051/e3sconf/202126302051 | |
| Published online | 28 May 2021 | |
- Z.G. Ter-Martirosyan. Rheological parameters of soils and calculations of the foundations of structures. M.: Strojizdat. p.200 (1990) [Google Scholar]
- T.SH. SHirinkulov, YU.K. Zareckij. Creep and soil consolidation. Tashkent.: Fan. p.392 (1986) [Google Scholar]
- YU.K. Zareckij. Viscoplasticity of soils and calculations of structures. M.: Strojizdat. p.352 (1988) [Google Scholar]
- S.R. Meschyan. Rheological processes in clayey soils, taking into account special influences. Er.: Ajastan. p.395 (1992) [Google Scholar]
- S.R. Meschyan. Experimental rheology of clay soils. Er.: Gitutyun. p.498 (2005) [Google Scholar]
- K. Tercagi. Soil mechanics theory. M.: Gosstrojizdat. p.507 (1961) [Google Scholar]
- S.S. Vyalov. Rheological foundations of soil mechanics: textbook manual for construction universities. M.: Vysshaya shkola. p.447 (1978) [Google Scholar]
- M.N. Goldshtejn. Mechanical properties of soils. M.: Strojizdat. p.256 (1977) [Google Scholar]
- N.N. Maslov. Fundamentals of Engineering Geology and Soil Mechanics. M.: Vysshaya shkola. p.511 (1982) [Google Scholar]
- G.I. Ter-Stepanyan. The phenomenon of jump-like rearrangement of soil structure during deformation. Engineering Geology 3, 11–26 (1988) [Google Scholar]
- G.I. Ter-Stepanyan. Investigation of the creep of clay soils during shear. In the book: Proceedings of the XIII International Conf. on soil mechanics and foundation engineering (1972) [Google Scholar]
- K. Bolej, L.A. Strokova. Determination of the creep characteristics of clay soils. Bulletin of the Tomsk Polytechnic University 2, 42–44 (2007) [Google Scholar]
- M. Tafili, T.A. Triantafyllidis. simple hypoplastic model with loading surface accounting for viscous and fabric effects of clays. International Journal for Numerical and Analytical Methods in Geomechanics 44(16) 2189–2215 (2020) [Google Scholar]
- P. Ren, P. Wang, H. Zhang and Y. Tang. Nonlinear behavior of clay creep and its fractional derivative creep model. Gongcheng Lixue/Engineering Mechanics 37(9) 153-160, 207 (2020) [Google Scholar]
- Z-Y. Zhu, F. Luo, Y-Z. Zhang, D-J. Zhang and J-L. He. A creep model for frozen sand of Qinghai-Tibet based on Nishihara model. Cold Regions Science and Technology 167(102843) (2019) [Google Scholar]
- X. Ning, H. Xiao, C. Zhang, B. He and J. Xie. Study on the nonlinear creep model of expansive soil. Journal of Natural Disasters 26(1) 149–155 (2017) [Google Scholar]
- E. Haghighat, FS. Rassouli, M.D. Zoback and R. Juanes. A viscoplastic model of creep in shale Geophysics 85(3) MR155-MR166 (2020) [Google Scholar]
- R.G. Gu, Y. Zou, Y.G. Fang and Y.G. Hu. Rheological model of soft soils using nonlinear instantaneous elastic modulus. Yantu Lixue/Rock and Soil Mechanics 39(1) 237–241 (2018) [Google Scholar]
- A.Z.Ter-Martirosyan. The interaction of the foundations of buildings and structures with a water-saturated base when taking into account the nonlinear and rheological properties of soils: Dissertation of the doctor of technical sciences: 05.23.02 (Moscow: NRU MGSU) 324 p (2016) [Google Scholar]
- ASTM D6528 2007 Standard test method for consolidated undrained direct simple shear testing of cohesive soils (USA: ASTM International). [Google Scholar]
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