A Study of the Strength and Stability of Fortress Walls and Towers at the Moscow Kremlin
- Autores: Il’ichev V.1, Nikiforova N.2, Dmitriev V.3, Ponomarev O.4, Devyatov S.5, Kostyukov E.6
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Afiliações:
- 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
- Edição: Volume 53, Nº 5 (2016)
- Páginas: 325-331
- Seção: Geotechnical Monitoring
- URL: https://journal-vniispk.ru/0038-0741/article/view/244055
- DOI: https://doi.org/10.1007/s11204-016-9406-4
- ID: 244055
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Resumo
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.
Sobre autores
V.A. Il’ichev
Russian Academy of Architecture and Construction Sciences
Email: smfe@mail.ru
Rússia, Moscow
N.S. Nikiforova
Moscow State University of Civil Engineering
Email: smfe@mail.ru
Rússia, Moscow
V.V. Dmitriev
Ekotekhkontrol’ Company
Email: smfe@mail.ru
Rússia, Moscow
O.I. Ponomarev
Kucherenko Research Institute of Building Construction
Email: smfe@mail.ru
Rússia, Moscow
S.V. Devyatov
Lomonosov Moscow State University
Email: smfe@mail.ru
Rússia, Moscow
E.A. Kostyukov
CJSC FROM
Email: smfe@mail.ru
Rússia, Moscow
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