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


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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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