Abstract
An alternate production scheme is proposed for compensation injection, which will provide for an increase in the three-dimensional stiffness of the foundation beds of buildings and parking areas located above a tunnel currently under design, and also entities falling into the activesettlement basin of the ground surface. Implementation of the scheme may be a critical link in the system employed to monitor the deformations of a soil mass in the most critical areas of construction.
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References
S. F. Pankina, V. V. Chebotyaev, V. A. Il'ichev, V. P. Petrukhin, and I. V. Kolybin, “General geotechnical concept of tunnel construction in Lefortovo (Moscow) and measures to protect historical buildings from deformations,”Osn., Fundam. Mekh. Gruntov, No. 2, 17–21 (1998).
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 21–22, January–February, 2000.
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Smoldyrev, A.E. Production scheme for compensation injection of hardening mixtures in soils during the construction of a tunnel in Lefortovo. Soil Mech Found Eng 37, 21–23 (2000). https://doi.org/10.1007/BF02484322
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DOI: https://doi.org/10.1007/BF02484322