A Study of the Strength and Stability of Fortress Walls and Towers at the Moscow Kremlin
- Authors: Il’ichev V.1, Nikiforova N.2, Dmitriev V.3, Ponomarev O.4, Devyatov S.5, Kostyukov E.6
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Affiliations:
- Russian Academy of Architecture and Construction Sciences
- Moscow State University of Civil Engineering
- Ekotekhkontrol’ Company
- Kucherenko Research Institute of Building Construction
- Lomonosov Moscow State University
- CJSC FROM
- Issue: Vol 53, No 5 (2016)
- Pages: 325-331
- Section: Geotechnical Monitoring
- URL: https://journals.rcsi.science/0038-0741/article/view/244055
- DOI: https://doi.org/10.1007/s11204-016-9406-4
- ID: 244055
Cite item
Abstract
The results are presented of integrated strength and stability tests of fortress structures at the Moscow Kremlin and adjacent structures in the section from the Troitskaya tower to the Spasskaya tower. Results of geotechnical simulation are analyzed and geodetic observation archive materials are presented. A need is demonstrated for activities to protect beds and foundations.
About the authors
V.A. Il’ichev
Russian Academy of Architecture and Construction Sciences
Email: smfe@mail.ru
Russian Federation, Moscow
N.S. Nikiforova
Moscow State University of Civil Engineering
Email: smfe@mail.ru
Russian Federation, Moscow
V.V. Dmitriev
Ekotekhkontrol’ Company
Email: smfe@mail.ru
Russian Federation, Moscow
O.I. Ponomarev
Kucherenko Research Institute of Building Construction
Email: smfe@mail.ru
Russian Federation, Moscow
S.V. Devyatov
Lomonosov Moscow State University
Email: smfe@mail.ru
Russian Federation, Moscow
E.A. Kostyukov
CJSC FROM
Email: smfe@mail.ru
Russian Federation, Moscow
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