New constructive decisions lining of tunnels of metro

Admin bo'lib kirish (www.admin.slib.uz)

Tizim sinov (TEST) rejimida ishlamoqda! Murojat uchun @slib_support

Eski talqinga o'tish link

20 январ 2025

Asosiy til:Ingliz

New constructive decisions lining of tunnels of metro

Fan yo'nalishi:

678dde8e559c6.pdf

PDF

Transport xabarnomasi - Journal of Transport - Вестник транспорта

Maqola chop etish see more

MAQOLA ANNOTATSIYASI

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

MUALIFLAR

Teglar

# construction# design# tunnel# underground# arch structure

Maqolani baholang

0

0 ta

Maqola idintifikatorlari

ROI:

https://eroi.uz/11.0206/A0125-0015

DOI:

Mavjud emas

Foydalanilgan adabiyotlar

Questions of mathematical modelling, calculation and increase of reliability of tunnel constructions. Under red. Garbera V.A. M: Transport, 1981.

Building Code. KMK. 2.05.04-97. Undergrounds. Gosstroy, Tashkent, 1997, p. 285.

Barbakadze R., Murakami S. Designing of building and constructions in deformable environments. - M.: Stroyizdat, 1989, p. 472.

Bulychyov. H. S, Fotieva N. Estimation of stability of tunnel linning surrounding mountain developments. Mine construction, Tula, 1977, p. 15-21.

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.

Tunnels and undergrounds. // V.P. Wolves, S.N.Naumov, A.N.Pirozhkova, V.G. Hrapov, M.: Transport, 1975, p. 552.

Тхань Д.В. Заимное влияние двух параллельных тоннелей, сооружаемых щитовым методом в условиях Вьетнама. Дисс. канд. техн. Наук: /, Москва, 2018. -158 с.

Миралимов М.X. Имитационная модель расчета строительных конструкций и сооружений. // Вопросы кибернетики. Ташкент, Выпуск 175, 2006, С.71-82.

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).

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.