Open Access
MATEC Web Conf.
Volume 251, 2018
VI International Scientific Conference “Integration, Partnership and Innovation in Construction Science and Education” (IPICSE-2018)
Article Number 02030
Number of page(s) 7
Section Reliability and Safety in Construction
Published online 14 December 2018
  1. S.E. Cho Prediction of shallow landslide by surficial stability analysis considering rainfall infiltration. Eng. geol. 231, 126–138 (2017) [CrossRef] [Google Scholar]
  2. M.E. D’Effremo, A. Sciotti Numerical analyses of the effects induced by the tunnel excavation in a slope. Gallerie e grandi opera sotterranee. 124, 31–38 (2017) [Google Scholar]
  3. S.I. Macij, E.V. Bezuglova, Upravlenie opolznevym riskom (Landslide risk management) (AlVI-design, Krasnodar, 2010) [Google Scholar]
  4. S.I. Macij, Protivoopolznevaya zashchita (Anti-landslide protection) (AlVI-design, Krasnodar, 2010) [Google Scholar]
  5. S.I. Macij, D.V. Leyer Issledovanie vzaimodejstviya opolznevogo grunta s zashchitnymiyo sooruzheniyami opor ehstakad (Investigation of the interaction of landslide soil with the protected structures of overpass supports). Stroitel’stvo i arhitektura (Construction and architecture). 1, 49–53 (2013) [Google Scholar]
  6. C.B. Qin, S.C. Chian, J. Yu, Stability analyses of initial collapse and earthquake-induced secondary failure using discretization-based kinematic analysis. Inter. J. of geomech. 18, No11, 04018155 (2018) [CrossRef] [Google Scholar]
  7. X. Zhang, S.W. Sloan, E. Onate Dynamic modelling of retrogressive landslides with emphasis on the role of clay sensitivity. Intern. J. for num. and anal. meth. in geomech. 42, No15, 1806–1822 (2018) [CrossRef] [Google Scholar]
  8. W. Gao Investigating the critical slip surface of soil slope based on an improved black hole algorithm. Soils and found. 57, No6, 988–1001 (2017) [CrossRef] [Google Scholar]
  9. R.B.J. Brinkgreve, E. Engin, W.M. Swolfs PLAXIS 2D 2010 user manual (Plaxis bv., Deft, 2010) [Google Scholar]
  10. R. Afiri, S. Gabi Finite element slope stability analysis of Souk Tleta dam by shear strength reduction technique. Innov. infrastr. solutions 3, No1, 6 (2018) [CrossRef] [Google Scholar]
  11. A.P. Dyson, A. Tolooiyan Optimisation of strength reduction finite element method codes for slope stability analysis. Innov. infrastr. solutions 3, No1, 38 (2018) [CrossRef] [Google Scholar]
  12. Y.M. Cheng, N. Li Equivalence between bering-capacity, lateral earth-pressure, and slope-stability problems by slip-line and extremum limit equilibrium methods Intern. J. of geomech 17, No12, 04017113 (2017) [CrossRef] [Google Scholar]
  13. S.I. Macij, F.P. Derevenec Primenenie konechnyh ehlementov dlya issledovaniya vzaimodejstviya gruntov opolznya so svayami (The use of finite elements to study the interaction of soil landslides with piles). Osnovaniya, fundamenty i mekhanika gruntov (Bases, foundations and soil mechanics) 4, 8–12 (2005) [Google Scholar]
  14. A.K. Ryabuhin, S.I. Macij, E.V. Bezuglova Issledovanie diapazona dopustimyh gorizontal’nyh peremeshchenij buronabivnyh svaj protivoopolznevyh sooruzhenij (Investigation of the range of permissible horizontal displacements of bored piles of landslide structures). Vestnik volgogradskogo gosudarstvennogo arhitekturno-stroitel’nogo universiteta. Seriya: Stroitel’stvo i Arhitektura (Bull. of the Volgograd State Arch. and Constr. Univ. Series: Building and Arch.) 31-2(50), 279–283 (2013) [Google Scholar]

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