Науковий вісник НГУ

Geomechanical estimation of the effectiveness of sewer tunnel repair by the “pipe in pipe” technology

• 
• 

User Rating:  / 0

PoorBest 

Details

Category: Geotechnical and mining mechanical engineering, machine building

Last Updated on 04 August 2016

Published on 04 August 2016

Hits: 3845

Authors:

A.S.Sammal, Dr. Sc. (Tech.) , Prof., Tula State University, Tula, Russia, e-mail: Sammal@mm. tsu.tula.ru

O.V.Afanasova, Cand. Sc. (Tech.), Assoc. Prof., Tula State University, Tula, Russia, e-mail: Sammal@mm. tsu.tula.ru

O.M.Levishcheva, Cand. Sc. (Tech.), Tula State University, Tula, Russia, e-mail: Sammal@mm. tsu.tula.ru

Abstract:

Purpose. The development of analytical methods for forecasting the stress state of sewer tunnel linings, reconstructed by the “pipe in pipe” technology, including ones in dense urban areas, the use of which allows geomechanical estimation of bearing capacity of the reconstructed facilities in operation in various mining conditions for opening stability to fulfill.

Methodology. Obtaining rigorous solutions of the plane elasticity problems using the theory of analytic functions of a complex variable, conformal mapping method, apparatus of analytic continuation of complex potentials that are regular in the half-plane simulating the rock mass through its border, properties of Cauchy type integrals, Faber polynomials and complex series.

Findings. A mathematical model of the interaction of a sewer tunnel restored by the “pipe in pipe” technology, with the surrounding rock (soil) mass, as elements of a common deformable system that allows more thoroughly considering the impact of mining and geological conditions, external influences, as well as the basic design parameters of the lining produced due to repairs, on the bearing capacity and strength of the reconstructed underground structure as a whole.

Originality. A new approach to evaluating the effectiveness of repairing sewer tunnels, which is based on geomechanical criterion, obtained on a study of the stress state and bearing capacity of three-layer underground construction created by the “pipe in pipe” technology is proposed.

Practical value. The development of an algorithm for determining the stress state of shallow collector tunnel linings, restored by the trenchless technology, under the action of various external loads and impacts, as well as while developing a software that enables to make multivariant designs restore sewer tunnel linings, both for research purposes and in practical design.

References / Список літератури

1. Sammal, A.S., Antsiferov, S.V. and Deev, P.V., 2013. Analytical methods for underground structures designing. Tula: TulGU.

2. Fotieva, N.N. and Sammal, T.G., 1998. Computer simulation of the interaction of the concrete lining of sewer tunnel subjected to gas corrosion, with a soil massif. Vestnik Samarskogo Gosudarstvennogo Tekhnicheskogo Universiteta. Seriya Fiziko-Matematicheskie Nauki, No. 6, pp. 148–149.

Фотиева Н.Н. Математическое моделирование взаимодействия бетонной обделки канализационного тоннеля, подвергающейся газовой коррозии, с массивом грунта / Н.Н.Фотиева, Т.Г.Саммаль // Вестник Самарского гос.-техн. ун-та. – 1998. – № 6. – С. 148–149.

3. Sdvyzhkova, O.O., Babets, D.V. and Smirnov, A.V., 2014. Support loading of assembly chamber in terms of Western Donbas plough longwall. Scientific bulletin of National Mining University, No. 5, pp. 26–32.

4. Sdvyzhkova О.О., Babets D.V., Kravchenko K.V. and Smirnov A.V., 2016. Determining the displacements of rock mass nearby the dismantling chamber under effect of plow longwall. Scientific bulletin of National Mining University, No. 2, pp. 34–42.

03_2016_Sammal
2016-07-29  636.74 KB  866

• < Prev
• Next >