Armen Ter-Martirosyan

Position:Vice Rector
Employer:NRU MGSU
Country:Russia

Background

He graduated from MGSU and received the degree of Doctor of Technical Sciences.

After graduating from MGSU, he began his career at the Department of Soil Mechanics and Geotechnics. He worked his way up from the position of an assistant to a professor at the department. In 2020, he was appointed Acting Director of the Institute of Construction and Architecture. In 2021, he was elected director of the ISA.

In 2010 he defended his PhD thesis, and in 2016 he defended his doctoral thesis.

Since 2011, he has been the head of the REC "Geotechnics" at the National Research University MGSU.

Since 2017, he has been a professor at the Department of Soil Mechanics and Geotechnics at the National Research University MGSU.

From 2021 to 2022, he worked as the director of the ISS of the National Research University MGSU from 2021 to 2022.

Since 2022, he has held the position of Vice-rector of NRU MGSU.

Member of the Presidium of the Russian Society for Soil Mechanics, Geotechnics and Foundation Engineering.

Member of three dissertation councils established on the basis of the National Research University MGSU and JSC SIC Stroitelstvo.

Topics of presentations

2023
  1. Verification of the graphoanalytical method for calculating the draft of a single pile
2022
  1. Optimization of structural solutions for foundations of high-rise buildings
2021
  1. Determination of the actual search coefficient (section “Stakhanovskaya Street” - “Nizhegorodskaya Street")
2020
  1. Experience in scientific and technical support of high-rise and unique construction projects
2019
  1. Features of accounting for additional sediments of the base when tunneling
2018
  1. Application of low-amplitude dynamic soil tests in a resonant column for geotechnical forecasting of foundations of high-rise buildings
  2. Optimization of zero-cycle design solutions using the example of a high-rise building in St. Petersburg
2017
  1. Direct laboratory determination of soil parameters for modeling the foundations of high-rise structures.
  2. Performing laboratory dynamic tests for engineering calculations of the foundations of high-rise buildings.
  3. Optimization of zero-cycle design solutions and reduction of construction costs due to the use of modern ground environment models using the example of high-rise buildings in Russian cities
  4. The use of geometric parameters of deep foundations to control its interaction with the foundation.
2016
  1. The interaction of long piles with the surrounding soil, taking into account nonlinear and rheological properties in high-rise construction
2015
  1. Experimental and theoretical foundations of the design of deep foundations of high-rise buildings, taking into account OCR and POP

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