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In the present work statement of a problem and realization of received results and decisions were caused proceeding from practice of designing and construction of responsible objects, as tunnel constructions. Received results represent the big economic value: the further development of a scientific direction in the field of tunnelling by creation and improvement of designs and introduction in practice of designing and construction of results of the lead researches. Thus, the kind of design and its constructive elements, the form and the geometrical sizes of a design, presence of lateral tunnels, top and return arch of an average tunnel and distance between columns is considered. Proceeding from principles designing and constructions of tunnels are created new constructive decisions of station of underground of the open way of works and transported a tunnel of a circular outline of the closed way of works with antiseismic joint

  • Web Address
  • DOI
  • Date of creation in the UzSCI system 20-01-2025
  • Read count 105
  • Date of publication 28-12-2024
  • Main LanguageIngliz
  • Pages25-28
English

In the present work statement of a problem and realization of received results and decisions were caused proceeding from practice of designing and construction of responsible objects, as tunnel constructions. Received results represent the big economic value: the further development of a scientific direction in the field of tunnelling by creation and improvement of designs and introduction in practice of designing and construction of results of the lead researches. Thus, the kind of design and its constructive elements, the form and the geometrical sizes of a design, presence of lateral tunnels, top and return arch of an average tunnel and distance between columns is considered. Proceeding from principles designing and constructions of tunnels are created new constructive decisions of station of underground of the open way of works and transported a tunnel of a circular outline of the closed way of works with antiseismic joint

№ Author name position Name of organisation
1 Miralimov M.K. dotsent Тashkent State Transport University
2 Karshiboev A.I. senior lecturer Тashkent State Transport University
№ Name of reference
1 Building Code. KMK. 2.05.04-97. Undergrounds. Gosstroy, Tashkent, 1997, p. 285.
2 Barbakadze R., Murakami S. Designing of building and constructions in deformable environments. - M.: Stroyizdat, 1989, p. 472.
3 Bulychyov. H. S, Fotieva N. Estimation of stability of tunnel linning surrounding mountain developments. Mine construction, Tula, 1977, p. 15-21.
4 Questions of mathematical modelling, calculation and increase of reliability of tunnel constructions. Under red. Garbera V.A. M: Transport, 1981.
5 Dorman I, Y. Seismic stability of transport tunnels. M.: Stroyizdat, 1986, p. 245 6. Tunnels and undergrounds. // V.P. Wolves, S.N.Naumov, A.N.Pirozhkova, V.G. Hrapov, M.: Transport, 1975, p. 552.
6 Tunnels and undergrounds. // V.P. Wolves, S.N.Naumov, A.N.Pirozhkova, V.G. Hrapov, M.: Transport, 1975, p. 552.
7 Тхань Д.В. Заимное влияние двух параллельных тоннелей, сооружаемых щитовым методом в условиях Вьетнама. Дисс. канд. техн. Наук: /, Москва, 2018. -158 с.
8 Миралимов М.X. Имитационная модель расчета строительных конструкций и сооружений. // Вопросы кибернетики. Ташкент, Выпуск 175, 2006, С.71-82.
9 Миралимов М.X. Информационное моделирование упругопластического состояния выработок тоннелей на персональном компьютере. // Узбекский журнал. «Проблемы информатики и энергетики». Ташкент: Фан, 2000, №5 - С.47-50 (05.00.00; №5).
10 Mirzohid Miralimov; Shuxrat Shojalilov, Abdullaziz Karshiboev, Dilshod Usmanov. Calculation method of reinforced concrete structures with account of nonlinear deformation of the material. AIP Conf. Proc. 3045, 030078 (2024) doi.org/10.1063/5.0197797.
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