Identification of the actual excess excavation ratio (Stakhanovskaya street – Nizhegorodskaya street site)

Introduction. Redundant strain arises in buildings and structures in areas of construction work influence caused by the deep bore tunneling performed by tunnel boring machines. The strain analysis must include an excess excavation ratio that depends on the structural features of the shield, the tech...
Ausführliche Beschreibung

Gespeichert in:
Autor*in:

Armen Z. Ter-Martirosyan [verfasserIn]

Ilya O. Isaev [verfasserIn]

Anastasia S. Almakaeva [verfasserIn]

Format:

E-Artikel

Sprache:

Englisch ; Russisch

Erschienen:

2020

Schlagwörter:

trenchless construction

shield driving

excess excavation ratio

geodetic monitoring

actual settlement

projected settlement

tunnel boring machine

influence assessment

Übergeordnetes Werk:

In: Vestnik MGSU - Moscow State University of Civil Engineering (MGSU), 2013, 15(2020), 12, Seite 1644-1653

Übergeordnetes Werk:

volume:15 ; year:2020 ; number:12 ; pages:1644-1653

Links:

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Journal toc

DOI / URN:

10.22227/1997-0935.2020.12.1644-1653

Katalog-ID:

DOAJ086505319

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