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STRESS-STRAIN STATE OF THE SOIL SOLID MASSIF AND UNDERGROUND CONSTRACTION ERECTED NEAR THE EXPLOITED TUNNEL

Abstract

The paper discusses the features of the stress-strain state (SSS) of the soil massif and underground objects, and features of their mutual influence. Some results of the numerical simulation of operation of construction elements.

About the Authors

Lev V. Makovsky
MADI
Russian Federation
Ph. D., professor


Artem O. Boev
MADI
Russian Federation
student


References

1. Bulychev N.S. PPM, 1994, no. 3–4, pp. 43–44.

2. Garber V.A. Nauchnye osnovy proektirovanija tonnel'nyh konstrukcij s uchetom tehnologii ih sooruzhenija (Scientific basis for the design of tunnel structures taking into consideration the technology of their construction), Moscow, NIC TM OAO CNIIS, 1996.

3. Makovskij L.V. Proektirovanie avtodorozhnyh i gorodskih tonnelej: uchebnik dlja vuzov (Design of road and urban tunnels: textbook for universities), Moscow, Transport, 1993, 352 p.

4. Rekomendacii po umen'sheniju osadok poverhnosti pri sooruzhenii peregonnyh tonnelej metropolitena melkogo zalozhenija v neustojchivyh gruntah (Recommendations for reducing surface subsidence in the construction of tunnels of the subway shallow in unstable soils), Moscow, CNIIS, 1987.

5. Handbook of Tunnel Engineering II: Basics and Additional Services for Design and Construction, BernhardMaidl, Markus Thewes, Ulrich Maidl, ISBN: 978-3-433-03049-3, 458 pages, January 2014.


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ISSN 2409-7217 (Online)