Scientific and Technical Multi-Topic Internet Journal
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#4(35)
Internet-Vestnik VolgGASU
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Bogomolov, Aleksandr Nikolaevich
articles: 19

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Issue: 4(35), 2014. Series: Multi-Topic

INFLUENCE OF THE SECTION SHAPE OF DERIVATIONAL TUNNEL THAT IS UNDER THE INFLUENCE OF GRAVITATION FORCES ON TENSION DISTRIBUTION ACROSS ITS CONTOUR

UDK: 622.261.2:539.4

Bogomolov A. N.

Results of comparison of numerical values of the tangential normal tension arising in points of contours of underground developments of various cross section under the influence of gravitation forces are given. It is established that contours of developments of astroid and deltoid section are almost free from this tension, and for a deltoid contour the low level of tension σθ is observed at the size of lateral pressure coefficient that is different from the one recommended by V. K. Tsvetkov. It is shown that the level of tension σθ in points of astroid and deltoid contour 1…3 times less than in points of contours of traditional form. This circumstance allows to use the considered forms of cross section at a driving of temporary developments that will allow to provide short-term stability of the developments without their strengthening by timber setting.

Other articles in section

UDK: 624.151.5
Chunyuk D. Y., Yarnykh V. F.
CHANGE OF STRESS-DEFORMED STATE OF BASE SOIL MASSIF TAKING INTO ACCOUNT PHASED CONSTRUCTION OF A BUILDING AND UNEVEN LOADING OF THE FOUNDATION AS A FACTOR OF GEOTECHNICAL RISK IN CONSTRUCTION
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UDK: 624.131
Bogomolov A. N., Tsvetkova E. V.
OPTIMUM SIZES OF CROSS SECTIONS OF VARIOUS DEVELOPMENTS AND GENERAL FORMULAS FOR THE DETERMINATION OF TANGENTIAL TENSION ON THEIR CONTOURS
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UDK: 624.138
Bogomolov A. N., Ponomarev A. B., Mashchenko A. V., Kuznetsova A. S.
ANALYSIS OF THE INFLUENCE OF DIFFERENT TYPES OF REINFORCEMENT ON THE DEFORMATION CHARACTERISTICS OF CLAY SOILS
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UDK: 624.131
Bogomolov A. N., Prokopenko A. V.
COMPARISON OF THE AREAS OF PLASTIC DEFORMATIONS CONSTRUCTED AT NONRIGID STRESS DISTRIBUTION IN FOUNDATION AND UNDER CONDITIONS OF MIXED TASK OF THE ELASTICITY THEORY AND THE SOIL PLASTICITY THEORY
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