Research design lining for utilities tunnel in the city based on state of "lining-massif soil"
Автор: Nguyen Duyen Phong, Dang Trung Thanh, Tran Tuan Minh, Nguyen Van Thinh
Журнал: Горные науки и технологии @gornye-nauki-tekhnologii
Рубрика: Строительство горных предприятий и освоение горного пространства
Статья в выпуске: 4, 2018 года.
Бесплатный доступ
Nowaday, in order to resolve the problem of utilities tunnel in large cities is very necessary. The technical pipelines, power cables, plumbing, drainage,... in the large cities such as Hanoi, Ho Chi Minh is still a problem with no explanation. Within the paper, the method to calculate the anti-tunnel structure of small tunnel by small tunneling machine. In fact, due to the condition of the soil is not good and the limited construction conditions, it is necessary to calculate the composition of the tunnel for the tunnel. For each area to ensure stability, aesthetics, economics,... for the project.
Soil mass, tunnel lining, stress, calculation, elasticity theory, microtunneling, determination
Короткий адрес: https://sciup.org/140239875
IDR: 140239875 | DOI: 10.17073/2500-0632-2018-4-34-40
Список литературы Research design lining for utilities tunnel in the city based on state of "lining-massif soil"
- Alexandr A. Pankratenko, Nguyen Quang Huy, Nguyen Duyen Phong, Andrey S. Samal, Abdrahman B. Begalinov, Dikhan B., 2016. Amantolov Influence of pipe ramming on stress state of surrounding soil and nearby tunnel lining. Applied Mechanics and Materials, 843, pp. 81-86.
- ASCE, 2001. 27-00. Standard Practice for Direct Design of Precast Concrete Pipe for Jacking in Trenchless Construction. Reston, Virginia, pp. 8-9
- ASTM, 2011. F 1962-11. Standard Guide for Use of Maxi-Horizontal Directional Drilling for Placement of Polyethylene Pipe or Conduit under Obstacles Including River Crossings. West Conshohocken, PA, pp. 15-16.
- Baudendistel M., 1979. Zum Entwurf von Tunnellen mit grossen Ausbruchsquerschnitt. Rock Mechanics. Suppl. № 8, pp. 95-100.
- Ciaran C. Reilly, Trevor L.L. Orr, 2017. Physical modelling of the effect of lubricants in pipe jacking. Tunnelling and Underground Space Technology 63, pp. 44-53.
- German ATV rules and standards, 1990. ATV-A 161 E-90. Structural calculation of driven pipes. Hennef, pp. 18-20.
- Haifeng Zhang, Peng Zhang, Wei Zhou, Shun Dong, Baosong Ma, 2016. A new model to predict soil pressure acting on deep burial jacked pipes. Tunnelling and Underground Space Technology 60, pp. 183-196.
- Japan Microtunnelling Association, 2013. Microtunnelling methods seriousⅡ.design, construction management and rudiments. Tokyo, pp. 69-72.
- Ma, B., Najafi, M. Development and applications of trenchless technology in China. Tunnell. Undergr. Space Technol., 2008, 23 (4), pp. 476-480.
- Nguyen Duyen Phong. Elastic-plastic model of the massif, which takes into account the change in the strength of the rock in the formation of workings for calculating the fastenings of the subway under difficult mining and geological conditions. Mining information and analytical bulletin, 2016, no. 6, pp. 241-250.
- Pellet-Beaucour A.L., Kastner R., 2002. Experimental and analytical study of friction forces during microtunneling operations. Tunnell. Undergr. Space Technol. 17 (1), pp. 83-97.
- Pipe Jacking Association, 1995. Guide to best practice for the installation of pipe jacks and microtunnels. London, pp. 47-48.
- Terzaghi K., 1943. Theoretical Soil Mechanics. John Wiley & Sons Inc, New York, USA, pp. 66-76.
- The Ministry of Construction of China, 2002. GB 50332-02, Structural design code for pipeline of water supply and waste water engineering. Beijing, pp. 11-12.
- Zhen L., Chen J.J., Qiao P., Wang J.H., 2014. Analysis and remedial treatment of a steel pipe-jacking accident in complex underground environment. Eng. Struct. 59, pp. 210-219.
- Baklashov I.V., Kartoziya B.A. Mekhanika podzemnykh sooruzheniy i konstruktsii krepey. M.: Nedra, 1984. 324 p.
- Bulychev N.S. Mekhanika podzemnykh sooruzheniy: Ucheb. dlya vuzov. 2-e izd., pererab. i dop. M.: Nedra, 1994. 382 p.
- VNIMI, VNIIOMShS Minugleproma SSSR. Rukovodstvo po proektirovaniyu podzemnykh gornykh vyrabotok i raschetu krepi. M.: Stroyizdat, 1983. 273 p.
- Davydova N.A. Priblizhennoe reshenie zadachi o smeshcheniyakh poverkhnosti beskonechnoy tsilindricheskoy polosti, zagruzhennoy zhestkim kol'tsevym shtampom konechnoy dliny. FTPRPI, 1968. № 3. Pp. 111-117.
- Rodin I.V. Snimaemaya nagruzka i gornoe davlenie. Issledovaniya gornogo davleniya. M.: Gosgortekhizdat, 1960. Pp. 343-374.
- Samul' V.I. Osnovy teorii uprugosti i plastichnosti: Ucheb. Posobie dlya studentov vuzov. M.: Vyssh. shk., 1982. -264 p.
