Raphael Sharafutdinov
Background
In 2009, he graduated from Moscow State University of Civil Engineering with a degree in Industrial and Civil Engineering, specializing in Foundations and Foundations.
Since 2008, he combined his studies with work at JSC SIC Construction — N.M. Gersevanov National Research Institute of Economics.
The main area of activity is the calculation and design of foundations, foundations and underground structures using nonlinear models, ensuring the safety of existing facilities (including underground utilities) located in the zone of influence of the new construction of the Moscow City Exhibition Center.
Participated in the development of the geotechnical part:
- BSA Luzhniki,
- Olympic facilities in Sochi, residential multifunctional complexes "Setun Valley",
- "Peter the Great and Catherine the Great",
- «MatchPoint»,
- "Mayakovsky",
- Bersenevskaya substation,
- communication tunnels in Moscow,
- The Ice Arena in Ekaterinburg,
- high-rise multifunctional complexes "Setun Valley".
Candidate of Technical Sciences, author of more than 40 publications,
Topics of presentations
- Statistical studies of clay soil stiffness under conditions of drained triaxial compression
- Fixing of soils with colloidal silica to protect against technological precipitation during the development of underground space
- Current issues of determining the parameters of the mechanical behavior of soils under seismic impacts
- Current issues of determining the parameters of the mechanical behavior of soils under seismic impacts
- Precipitation of pile foundations, taking into account the rheological properties of the base and the pile material
- Interactive modeling. Summing up the calculations of foundation precipitation over time by a group of specialists over the past 9 years. Comparison of calculation results with monitoring data
- Statistical studies of the stiffness of sandy soils under conditions of drained triaxial compression
- Fixing of soils with colloidal silica to protect against seismic impacts
- Interactive modeling. Summing up the calculations of foundation precipitation over time by a group of specialists over the past 7 years. Comparison of calculation results with monitoring data
- The effectiveness of the use of complex soil models with hardening on the example of the construction of a high-rise building on an uncut foundation plate
- The new Standard of the organization "Laboratory determination of parameters of models of nonlinear mechanical behavior of soils with volumetric and double hardening"
- Interactive modeling. Summing up the calculations of foundation precipitation over time by a group of specialists over the past 6 years. Comparison of calculation results with monitoring data
- Studies of the shear creep of clay soils and its consideration in the design of pile foundations
- Application of geotechnical survey results for calculations of unique objects
- Accounting for the work of piles on the side surface in rocky soils
- Interactive modeling. Summing up the calculations of foundation precipitation over time by a group of specialists over the past 5 years. Comparison of calculation results with monitoring data
- Influence of filtration properties of the base on precipitation of high-rise and unique structures
- The results of the study of shear resistance along the lateral surface of structures of underground structures
- Verification of parameters of soil models for geotechnical calculations
- Summarizing the calculation of the precipitation of the foundation of a high-rise building, reviewed in 2015-2016 at the 100+ Forum Russia. Current monitoring results.
- Geotechnical aspects of scientific and technical support for the reconstruction of the Luzhniki BSA.