THE FLEXIBLE TUNNEL LINING IN DIFFICULT MINING AND GEOLOGICAL CONDITIONS

Authors

  • E. B. Druzhko Donbas national Academy of civil engineering and architecture, Ukraine
  • V. F. Ogloblin Donetsk Institute of Railway Transport, Ukraine
  • V. V. Samoylov Donetsk Institute of Railway Transport, Ukraine

DOI:

https://doi.org/10.15802/stp2010/13168

Keywords:

supple lining, tunnel, geological conditions

Abstract

The article is dealt with the issues of efficiency and constructive solutions to nodes and elements of the lining objects of tunnel type in complicated geological conditions. A construction of the lining from the universal yielding blocks of uniform size is offered. Reaching pliable layer and methods of calculating of the veering capacity of a two-layer lining arched and circular shapes are recommended.

Author Biographies

E. B. Druzhko, Donbas national Academy of civil engineering and architecture

E. B. Druzhko

V. F. Ogloblin, Donetsk Institute of Railway Transport

V. F. Ogloblin

V. V. Samoylov, Donetsk Institute of Railway Transport

V. V. Samoylov

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Published

2010-04-25

How to Cite

Druzhko, E. B., Ogloblin, V. F., & Samoylov, V. V. (2010). THE FLEXIBLE TUNNEL LINING IN DIFFICULT MINING AND GEOLOGICAL CONDITIONS. Science and Transport Progress, (32), 39–42. https://doi.org/10.15802/stp2010/13168

Issue

No. 32 (2010): ISSUE 32

Section

TRANSPORT CONSTRUCTION

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