Submit an Article
Become a reviewer
Vol 190
Pages:
163
Download volume:
RUS
Article

Tunnel induced deformation of strata and formation of surface settlement trought during construction process

Authors:
M. A. Karasev
About authors
  • Saint Petersburg State Mining Institute (Technical University)
Date submitted:
2010-08-18
Date accepted:
2010-10-22
Date published:
2011-04-05

Abstract

Analysis of tunnel induced settlement due to tunnel development with a help of TBM is given in current article. Surface settlement trough and settlement profile in longitudinal and transverse directions is shown below. A brief analysis of semi-empirical method of tunnel induced settlement calculation and determination of strains around excavation is given. Volume loss is given based on the in-situ observation.

Область исследования:
(Archived) Geomechanics
Go to volume 190

Similar articles

Dynamic radiation control methods and instruments application peculiarities at underground points for nuclear materials storage placement, radioactive waste storages and underground nuclear thermo power plants
2011 V. G. Kondratev
Providing of safe conditions for mining оf shaftbottom protective pillars in deep ore mines at Talnakh
2011 V. A. Zvezdkin, V. N. Karenin, A. G. Anokhin
Technogenic transformation of the basic components of megacities underground space and its account in geomechanical calculations (on the example of Saint Petersburg)
2011 R. E. Dashko, A. V. Shidlovskaya, K. V. Pankratova, A. M. Zhukova
Foundation of Cholodninskoye deposit mining systems in conditions of ecological risks
2011 V. P. Zubov, O. V. Mikhailenko, A. A. Antonov, M. D. Morozov
Stress and strain state of strata before and after drainage
2011 D. N. Petrov
Qiuck-acting technique for the determination of rheological properties of rocks
2011 M. D. Ilinov, Yu. M. Kartashov