Protective Measures during Construction of Ground Structures over Existing Underground Structures

Today, there is an acute issue of ensuring the safe operation of buildings and structures located in the immediate vicinity of new construction. The process of performing works on the installation of load-bearing structures and their further operation can have a negative impact on already existing f...

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Main Authors: A. A. Dalidovskaya, V. G. Pastushkov
Format: Article
Language:Russian
Published: Belarusian National Technical University 2020-10-01
Series:Наука и техника
Subjects:
Online Access:https://sat.bntu.by/jour/article/view/2359
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author A. A. Dalidovskaya
V. G. Pastushkov
author_facet A. A. Dalidovskaya
V. G. Pastushkov
author_sort A. A. Dalidovskaya
collection DOAJ
description Today, there is an acute issue of ensuring the safe operation of buildings and structures located in the immediate vicinity of new construction. The process of performing works on the installation of load-bearing structures and their further operation can have a negative impact on already existing facilities. In this regard, the task of developing innovative methods and tools to ensure the safe operation of such structures as subway running tunnels is very urgent. To solve it, a reliable forecast of additional deformation and appointment of a complex of protective measures are required.  In addition, much attention should be paid to the numerical modeling of the system “surface structures – protective measures – underground structures”. As an example of assessing the impact of new construction, namely, the erection of surface structures over existing underground  ones, one  can  cite  the  construction  of  a transport  interchange  at  the  intersection  of  Nezavisimosty  Avenue with Filimonov Street. As protective measures, a protective screen on bored piles has been used here, which made it possible to minimize significantly dynamic and static effects on the lining of tunnels and other underground structures of the subway. Effectiveness of protection application is confirmed by the result of monitoring the stress-strain state of running tunnel structures at all stages of traffic  intersection construction. Protective measures and continuous monitoring of the stress-strain state in structures help to avoid accidents during construction and further operation.
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spelling doaj-art-cbaaabd7288942818e3b4786a971e5b62024-12-02T06:52:25ZrusBelarusian National Technical UniversityНаука и техника2227-10312414-03922020-10-0119537738310.21122/2227-1031-2020-19-5-377-3832073Protective Measures during Construction of Ground Structures over Existing Underground StructuresA. A. Dalidovskaya0V. G. Pastushkov1Belarusian National Technical UniversityBelarusian National Technical UniversityToday, there is an acute issue of ensuring the safe operation of buildings and structures located in the immediate vicinity of new construction. The process of performing works on the installation of load-bearing structures and their further operation can have a negative impact on already existing facilities. In this regard, the task of developing innovative methods and tools to ensure the safe operation of such structures as subway running tunnels is very urgent. To solve it, a reliable forecast of additional deformation and appointment of a complex of protective measures are required.  In addition, much attention should be paid to the numerical modeling of the system “surface structures – protective measures – underground structures”. As an example of assessing the impact of new construction, namely, the erection of surface structures over existing underground  ones, one  can  cite  the  construction  of  a transport  interchange  at  the  intersection  of  Nezavisimosty  Avenue with Filimonov Street. As protective measures, a protective screen on bored piles has been used here, which made it possible to minimize significantly dynamic and static effects on the lining of tunnels and other underground structures of the subway. Effectiveness of protection application is confirmed by the result of monitoring the stress-strain state of running tunnel structures at all stages of traffic  intersection construction. Protective measures and continuous monitoring of the stress-strain state in structures help to avoid accidents during construction and further operation.https://sat.bntu.by/jour/article/view/2359transport facilitiesinfluence zonenegative impactanalysisdesign schemesoildeformationsstressesreliabilityinspection
spellingShingle A. A. Dalidovskaya
V. G. Pastushkov
Protective Measures during Construction of Ground Structures over Existing Underground Structures
Наука и техника
transport facilities
influence zone
negative impact
analysis
design scheme
soil
deformations
stresses
reliability
inspection
title Protective Measures during Construction of Ground Structures over Existing Underground Structures
title_full Protective Measures during Construction of Ground Structures over Existing Underground Structures
title_fullStr Protective Measures during Construction of Ground Structures over Existing Underground Structures
title_full_unstemmed Protective Measures during Construction of Ground Structures over Existing Underground Structures
title_short Protective Measures during Construction of Ground Structures over Existing Underground Structures
title_sort protective measures during construction of ground structures over existing underground structures
topic transport facilities
influence zone
negative impact
analysis
design scheme
soil
deformations
stresses
reliability
inspection
url https://sat.bntu.by/jour/article/view/2359
work_keys_str_mv AT aadalidovskaya protectivemeasuresduringconstructionofgroundstructuresoverexistingundergroundstructures
AT vgpastushkov protectivemeasuresduringconstructionofgroundstructuresoverexistingundergroundstructures