Foundations of High-Rise and Unique Buildings and Structures. Part 2
Venue: Hall №4 | Date: October 5 2017 | Time: 11:30-13:00 |
Moderator:
 | Deputy Director in charge of research at the Gersevanov R&D Institute for Underground Structures and Facilities, “Stroitelstvo” Scientific Research Center |
Topics of presentations:
1.Stress-strain state of earth base of combined pile-raft foundation of a high-rise building at cyclic loads.
 | D.Sc.Eng., Head of Department, Kazan State Architecture and Civil Engineering University |
 | C.Sc.Eng., Associate Professor of Department of subfoundations, foundations, structure dynamics and engineering geology, Kazan State Architecture and Civil Engineering University |
2.On assigning the class of concrete for deep piles based on testing drilled samples.
 | Head of laboratory of geomechanics of underground facilities at the Gersevanov R&D Institute for Underground Structures and Facilities, “Stroitelstvo” Scientific Research Center |
3.Consideration of soil compaction zones in areas near piles to forecast subsidence of high-rise buildings foundations.
 | Assistant Professor, Perm National Research Polytechnic University |
4.Recommendations on calculating foundation subsidence by the method of layered summation.
 | Professor, SIBSTRIN, PNIPU |
5.Reinforcement of foundations of high-rise commercial buildings in the city of Qazax, Azerbaijan.
 | Leading Research Scientist, NIIOCP named after Gersevanov |
6.Developing and improving combined pile-raft foundations of high-rise buildings.
 | Senior Research Scientist in the Laboratory of Underground Works’ Structures and Erection Methods, R&D Institute for Underground Structures and Facilities (NIIOSP) named after N.M. Gersevanov |