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Use of natural compounds as a nutrition for bacteria in self-healing mortar
Galishnikova V.V., Elroba S.M., Dayoub N., Sakna A.
INHIBITION OF CURVILINEAR COHESIVE CRACK GROWTH IN A BENDING STRIP (BEAM) BY INDUCED HEAT STRESS FIELD
MUSTAFAYEV A.B.
INTERACTION OF CURVED CRACK FACES IN BENDING STRIP (BEAM) UNDER INFLUENCE OF TEMPERATURE FIELD
Mustafayev A.B.
THE EXPERIENCE OF STRENGTHENING OF PEDESTRIAN SUBWAYS IN THE SATURATED SOILS OF THE KAZAN CITY
MUSTAKIMOV V.R., SHAFIGULLIN R.I., YAKUPOV S.N., MUSTAKIMOV A.V., DAMINOV R.I.
CALCULATED METHOD OF RESEARCH OF FATIGUE FRACTURE OF THE ROAD COVERING
Hasanov S.H.
DESTRUCTION OF ROCKS WITH FORMATIONOF FLAT CRACK
Sinev S.V.
NUMERICAL SOLUTION OF THE FLAT PROBLEM OF ELASTICITY THEORY WITH TAKING INTO ACCOUNT THE ANISOTROPY OF MATERIALS
Nizomov J.N., Hojiboe A.A., Hojiboev O.A.
MECHANISMS OF DESTRUCTION OF ROCKS UNDER DRILLING
SINEV S.V.
THE METHOD OF ANALYSIS OF WIDTH OF THE CRACK OPENINGS IN FERRO-CONCRETE STRUCTURES UNDER BENDING
KUZMIN P.K.
A CRACK WITH INTERFACIAL BONDS BETWEEN FACE ON BORDER OF THE UNIT OF THE ROAD COVERING AND THE ELASTIC BASIS
Hasanov S.H.
The probability of the existence of defects that lead to the destruction of the pressure vessel without leak
Kuzmin D.A., Vertashenok M.V.
THE GROWTH OF COHESIVE CRACK IN A STRINGER PLATE
Mir-Salimzade M.V.
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