Foundations of High-Rise and Unique Buildings and Structures. Part 2
Date:October 5 2017
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