{"id":1512,"date":"2021-01-16T17:43:41","date_gmt":"2021-01-16T15:43:41","guid":{"rendered":"http:\/\/journals.khnu.km.ua\/vestnik\/?p=1512"},"modified":"2021-04-14T14:33:38","modified_gmt":"2021-04-14T11:33:38","slug":"%d1%80%d0%b5%d0%be%d0%bb%d0%be%d0%b3%d1%96%d1%87%d0%bd%d1%96-%d0%bc%d0%be%d0%b4%d0%b5%d0%bb%d1%96-%d1%81%d0%b5%d1%80%d0%b5%d0%b4%d0%be%d0%b2%d0%b8%d1%89%d0%b0-%d0%b7-%d1%81%d1%83%d1%82%d1%82%d1%94","status":"publish","type":"post","link":"https:\/\/journals.khnu.km.ua\/vestnik\/?p=1512","title":{"rendered":"\u0420\u0435\u043e\u043b\u043e\u0433\u0456\u0447\u043d\u0456 \u043c\u043e\u0434\u0435\u043b\u0456 \u0441\u0435\u0440\u0435\u0434\u043e\u0432\u0438\u0449\u0430 \u0437 \u0441\u0443\u0442\u0442\u0454\u0432\u0438\u043c \u0432\u043d\u0443\u0442\u0440\u0456\u0448\u043d\u0456\u043c \u0442\u0435\u0440\u0442\u044f\u043c"},"content":{"rendered":"

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RHEOLOGICAL MODELS OF SOILS WITH SIGNIFICANT LEVEL OF INTERNAL FRICTION<\/p>\n

<\/a> \u0421\u0442\u043e\u0440\u0456\u043d\u043a\u0438: 50-58. \u041d\u043e\u043c\u0435\u0440: \u21163, 2019 (273)<\/strong>
\n\u0410\u0432\u0442\u043e\u0440\u0438:<\/strong>
\n\u041e.\u0410. \u0414\u041e\u0420\u041e\u0424\u0404\u0404\u0412, \u0412.\u0412. \u041a\u041e\u0412\u0422\u0423\u041d
\n\u0425\u043c\u0435\u043b\u044c\u043d\u0438\u0446\u044c\u043a\u0438\u0439 \u043d\u0430\u0446\u0456\u043e\u043d\u0430\u043b\u044c\u043d\u0438\u0439 \u0443\u043d\u0456\u0432\u0435\u0440\u0441\u0438\u0442\u0435\u0442
\nO.A. DOROFEYEV, V.V. KOVTUN
\nKhmelnytskyi National University
\nDOI:<\/strong> https:\/\/www.doi.org\/10.31891\/2307-5732-2019-273-3-50-58<\/a>
\n\u0420\u0435\u0446\u0435\u043d\u0437\u0456\u044f\/Peer review :<\/strong> 20.05.2019 \u0440.
\n\u041d\u0430\u0434\u0440\u0443\u043a\u043e\u0432\u0430\u043d\u0430\/Printed :<\/strong> 01.06.2019 \u0440.<\/p>\n

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\n\u041a\u043b\u044e\u0447\u043e\u0432\u0456 \u0441\u043b\u043e\u0432\u0430:<\/strong> \u043e\u0441\u043d\u043e\u0432\u0430 \u0444\u0443\u043d\u0434\u0430\u043c\u0435\u043d\u0442\u0443; \u0434\u0438\u0441\u043a\u0440\u0435\u0442\u043d\u0435 \u0441\u0435\u0440\u0435\u0434\u043e\u0432\u0438\u0449\u0435; \u0432\u043d\u0443\u0442\u0440\u0456\u0448\u043d\u0454 \u043a\u0443\u043b\u043e\u043d\u043e\u0432\u0435 \u0442\u0435\u0440\u0442\u044f; \u0434\u0438\u043b\u0430\u0442\u0430\u043d\u0441\u0456\u044f.<\/p>\n

\u0420\u043e\u0437\u0448\u0438\u0440\u0435\u043d\u0430 \u0430\u043d\u043e\u0442\u0430\u0446\u0456\u044f \u0430\u043d\u0433\u043b\u0456\u0439\u0441\u044c\u043a\u043e\u044e \u043c\u043e\u0432\u043e\u044e<\/strong><\/p>\n

When calculating the fundamentals of the foundations of architectural structures and modeling the process of earthworks during their construction, it is necessary to select a model that would most fully reflect the processes occurring in the working environment, that is, in the soil. The contact problems of the interaction of such a medium with the elements of the structure are the most complex tasks of mechanics, since they require a coherent description of the stress-strain state of contacting objects which are considered to be the elements of structures and the environment with special laws of deformation. The authors consider existing models used to describe the deformation of the environment with internal friction. These are models of the theory of plasticity, “microdeforming”, models of nonlinear soil mechanics and models of plastic flow. The effect of internal friction at all stages of deformation reflects the physical-nonlinear models of soil mechanics. They reflect two fundamental features of the deformation of materials with significant internal friction – the nonlinearity of the relations of “strain-strain” and the effect of internal coulomb friction on the laws of deformation of these materials. However, the laws of volumetric deformation do not describe the manifestation of dilatation for materials with internal friction, that is, the appearance of volumetric deformations under displacements. The most complex scientific and technical problem was the description of dilatation. To a certain extent, its manifestation in the process of material deformation can be described by means of dilatation relations of soil mechanics models of deformation type. The history of the loads can be estimated only using models of plastic flow, the history of the same loads can be estimated only with the help of models of plastic flow, the physical relations of which are formed as the relationship between the stresses and strains of deformations, and not between the stresses and achieved deformations. The authors conclude that for the description of the contact interaction of the medium with internal friction, the most rational is the model of the theory of plasticity with special laws of deformation, which will be determined experimentally.
\nKey words:<\/strong> base of foundation; discrete environment; internal coulomb friction; dilatation.<\/p>\n

References<\/strong><\/p>\n

    \n
  1. Kandaurov I. I. Mehanika Zernistyh Sred I Ee Primenenie V Stroitel’stve \/ I. I. Kandaurov. \u2013 L. , M. : Stroyizdat, 1966. \u2013 318 S.<\/li>\n
  2. Myuler R. A. K staticheskoy teorii raspredeleniya napryazheniy v zernistom gruntovom osnovanii \/ R. A. Myuler \/\/ Osnovaniya, fundamenty i mehanika gruntov. \u2013 1962. \u2013 \u2116 4. \u2013 S. 10\u201312.<\/li>\n
  3. Bugaev V. T. Kinematika chastichek sypuchey sredy pri smeschenii ograzhdeniya \/ V. T. Bugaev, V. V. Kovtun \/\/ Inzhenernye sooruzheniya i oborudovanie morskih portov : sb. nauch. tr. \u2013 M. : Mortehinformreklama, 1985. \u2013 S. 11\u201315.<\/li>\n
  4. Haponov V. V. Pro peremishchennia v sypkykh gruntakh, yaki perebuvaiut u hranychnii rivnovazi \/ V. V. Haponov \/\/ Prykladna mekhanika. \u2013 1959. \u2013 T. 2. 1. \u2013 S. 52\u201361.<\/li>\n
  5. Frelih O. K. Raspredelenie davleniya v grunte \/ O. K. Frelih. \u2013 M. : Izdatel’stvo narkomhoza RSFSR, 1938. \u2013 188 s.<\/li>\n
  6. Malyshev V. M. Raspredelenie napryazheniy i deformaciy v nelineyno deformiruemom osnovanii, nagruzhennom sosredotochennoy siloy \/ V. M. Malyshev \/\/ Osnovaniya, fundamenty i mehanika gruntov. \u2013 1963. \u2013 \u2116 3. \u2013 S. 7\u201311.<\/li>\n
  7. Zareckiy Yu. K. Statika i dinamika gruntovyh plotin \/ Yu. K. Zareckiy, V. N. Lombardo. \u2013 M. : Energiya, 1983. \u2013 256 s.<\/li>\n
  8. Sokolovskiy V. V. Teoriya plastichnosti \/ V. V. Sokolovskiy. \u2013 M. : Gostehteorizdat, 1950. \u2013 243 s.<\/li>\n
  9. Arutyunyan N. H. Ploskaya kontaktnaya zadacha teorii plastichnosti so stepennym uprochneniem materiala \/ N. H. Arutyunyan. \/\/ Izvestiya AN Armyanskoy SSR. Seriya fiziko-tehnicheskih nauk. \u2013 1959. \u2013 Vyp. 2. \u2013 S. 176\u2013188.<\/li>\n
  10. Nikolaevskiy V. N. Sovremennye problemy mehaniki gruntov \/ V. N. Nikolaevskiy \/\/ Opredelyayuschie zakony mehaniki gruntov. \u2013 M., 1975. \u2013 S. 210\u2013227.<\/li>\n
  11. Skott R. F. Plastichnost’ i sootnosheniya sostoyaniya v mehanike gruntov \/ R. F. Skott \/\/ Amerikanskoe obschestvo grazhdanskih inzhenerov. Otdelenie geomehaniki. Zhurnal geotehniki. \u2013 1985. \u2013 T. 3, \u2116 5. \u2013 S. 215\u2013225.<\/li>\n
  12. Botkin A. I. Issledovanie napryazhennogo sostoyaniya v sypuchih i svyaznyh gruntah \/ A. I. Botkin \/\/ Izvestiya VNIIG. \u2013 1939. \u2013 T. 24. \u2013 S. 3\u201341.<\/li>\n
  13. Vinokurov E. F. Iteracionnyy metod raschetov osnovaniy i fundamentov s pomosch’yu EVM \/ E. F. Vinokurov. \u2013 Minsk : Nauka i tehnika, 1968. \u2013 243 s<\/li>\n
  14. Zareckiy Yu. K. K raschetu lentochnyh fundamentov na nelineyno-deformiruemom neodnorodnom osnovanii \/ Yu. K. Zareckiy \/\/ Osnovaniya, fudamenty i mehanika gruntov. \u2013 1965. \u2013 \u2116 1. \u2013 S. 7\u201310.<\/li>\n
  15. O sovmestnoy rabote zhestkih fundamentov i nelineyno-deformiruemogo osnovaniya \/ [M. V. Malyshev, Yu. K. Zareckiy, V. N. Shirokov ta \u0456n.] \/\/ Trudy k VIII mezhdunarodnomu kongressu po mehanike gruntov i fundamentostroeniyu. \u2013 M. : Stroyizdat, 1973. \u2013 S. 97\u2013104.<\/li>\n
  16. Shirokov V. N. Napryazhennoe sostoyanie i peremescheniya vesomogo nelineyno-deformiruemogo gruntovogo poluprostranstva pod kruglym zhestkim shtampom \/ V. N. Shirokov, V. I. Solomin, M. V. Malyshev, Yu. K. Zareckiy \/\/ Osnovaniya, fundamenty i mehanika gruntov. \u2013 1970. \u2013 \u2116 1. \u2013 S. 2\u20135..<\/li>\n
  17. Dorofieiev O. A. Matematychna model vzaiemodii elementiv mashyn z dyskretnym seredovyshchem ta metody yii realizatsii : avtoref. dys. na zdobuttia nauk. stupenia kand. tekhn. nauk : spets. 05.02 “Matematychne modeliuvannia ta obchysliuvalni metody” \/ O. A. Dorofieiev. \u2013 Ternopil, 2004. \u2013 20 s.<\/li>\n
  18. Kovtun V. V. Issledovanie haraktera nelineynyh fizicheskih zavisimostey nesvyaznyh gruntov \/ V. V. Kovtun \/\/ Osnovaniya i fundamenty. \u2013 Kiev : Bud\u0456vel’nik, 1975. \u2013 Vyp. 8. \u2013 S. 64\u201370.<\/li>\n
  19. Shihiev F. M. Ob obobschennom napryazhennom sostoyanii gruntov \/ F. M. Shihiev \/\/ Gidrotehnika. \u2013 1962. \u2013 \u2116 2. \u2013 S. 17\u201320.<\/li>\n
  20. Geniev G. A. Ob odnom variante teorii sypuchey sredy \/ G. A. Geniev \/\/ Stroitel’naya mehanika i raschet sooruzheniy. \u2013 1965. \u2013 T. 10, \u2116 2. \u2013 S. 157\u2013165.<\/li>\n
  21. Kryzhanovskiy A. L. Effektivnost’ rascheta osnovaniy s uchetom nelineynyh deformacionnyh svoystv gruntov \/ A. L. Kryzhanovskiy, A. S. Chevikin, O. V. Kulikov \/\/ Osnovaniya, fundamenty i mehanika gruntov. \u2013 1975. \u2013 \u2116 5. \u2013 S. 37\u201340.<\/li>\n
  22. Stolyarov V. G. Deformiruemost’ neskal’nyh gruntov \/ V. G. Stolyarov \/\/ Osnovaniya, fundamenty i mehanika gruntov. \u2013 1981. \u2013 \u2116 5. \u2013 S. 29\u201331.<\/li>\n
  23. Sedov L. I. Mehanika sploshnoy sredy \/ L. I. Sedov. \u2013 M. : Nauka, 1970. \u2013 T. 2. \u2013 578 s.<\/li>\n
  24. Drucker D. C. Solid Mechanics and Plastic Analysis of Limit Design \/ D. C. Drucker, W. Prager \/\/ Quarterly of Applied Mathematics. \u2013 1952. \u2013 Vol. 10. \u2013 \u2116 2. \u2013 P. 157\u2013165.<\/li>\n
  25. Roscoe K. H. The Influence of Strains in Soil Mechanics \/ K. H. Roscoe \/\/ Geotechique. \u2013 1970. \u2013 Vol. 20. \u2013 \u2116 2. \u2013 P. 129\u2013170.<\/li>\n
  26. Kovtun V. V. Osnovy mekhaniky dyskretnykh materialiv : monohrafiia \/ V. V. Kovtun, O. A. Dorofieiev. \u2013 Khmelnytskyi : KhNU, 2018. \u2013 131 s.<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

    \u0420\u0415\u041e\u041b\u041e\u0413\u0406\u0427\u041d\u0406 \u041c\u041e\u0414\u0415\u041b\u0406 \u0421\u0415\u0420\u0415\u0414\u041e\u0412\u0418\u0429\u0410 \u0417 \u0421\u0423\u0422\u0422\u0404\u0412\u0418\u041c \u0412\u041d\u0423\u0422\u0420\u0406\u0428\u041d\u0406\u041c \u0422\u0415\u0420\u0422\u042f\u041c RHEOLOGICAL MODELS OF SOILS WITH SIGNIFICANT LEVEL OF INTERNAL FRICTION \u0421\u0442\u043e\u0440\u0456\u043d\u043a\u0438: 50-58. \u041d\u043e\u043c\u0435\u0440: \u21163, 2019 (273) \u0410\u0432\u0442\u043e\u0440\u0438: \u041e.\u0410. \u0414\u041e\u0420\u041e\u0424\u0404\u0404\u0412, \u0412.\u0412. \u041a\u041e\u0412\u0422\u0423\u041d \u0425\u043c\u0435\u043b\u044c\u043d\u0438\u0446\u044c\u043a\u0438\u0439 \u043d\u0430\u0446\u0456\u043e\u043d\u0430\u043b\u044c\u043d\u0438\u0439 \u0443\u043d\u0456\u0432\u0435\u0440\u0441\u0438\u0442\u0435\u0442 O.A. DOROFEYEV, V.V. KOVTUN Khmelnytskyi National University DOI: https:\/\/www.doi.org\/10.31891\/2307-5732-2019-273-3-50-58 \u0420\u0435\u0446\u0435\u043d\u0437\u0456\u044f\/Peer review : 20.05.2019 \u0440. \u041d\u0430\u0434\u0440\u0443\u043a\u043e\u0432\u0430\u043d\u0430\/Printed : 01.06.2019 \u0440. \u0410\u043d\u043e\u0442\u0430\u0446\u0456\u044f \u043c\u043e\u0432\u043e\u044e \u043e\u0440\u0438\u0433\u0456\u043d\u0430\u043b\u0443 \u0412 \u0445\u043e\u0434\u0456 \u0440\u043e\u0437\u0440\u0430\u0445\u0443\u043d\u043a\u0443 […]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[20],"tags":[],"_links":{"self":[{"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=\/wp\/v2\/posts\/1512"}],"collection":[{"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=1512"}],"version-history":[{"count":4,"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=\/wp\/v2\/posts\/1512\/revisions"}],"predecessor-version":[{"id":5765,"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=\/wp\/v2\/posts\/1512\/revisions\/5765"}],"wp:attachment":[{"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=1512"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=1512"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/journals.khnu.km.ua\/vestnik\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=1512"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}