A Study of the Strength and Stability of Fortress Walls and Towers at the Moscow Kremlin


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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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