DISPLACEMENTS AND STRAINS OF COUNTOURS OF THE UNDERGROUND STRUCTURES IN CRACKED ROCK MASSIF

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Abstract


Problems of strain concentration and distribution of displacements around the contour of underground structures which are located in anisotropic and transverse isotropic rock massif are solved with numerical solution based on boundary integral equations.

J N Nizomov

Email: tiees@mail.ru

A A Hojiboev

Email: hojiboev@mail.ru

O A Hojiboev

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