Geomonitoring během stavby dálničního tunelu Valík

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F06%3A01141234" target="_blank" >RIV/68407700:21110/06:01141234 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Geo-monitoring performed during the construction of the Valík highway tunnels

Popis výsledku v původním jazyce

The use of the BARAB monitoring system during the construction of the Valík highway tunnels near Plzeň proved to be extremely useful since immediate access to information was essential for quick and safe decision-making. The basic monitoring range includes the following: the geological observation of the faces, the measurement of settlement on the surface of the area observed, extenzometric measurements in vertical drills from the surface of the terrain, the measurement of horizontál deformations in thesurrounding massif using inclinometers, the measurement of deformations of the primary lining (measurement of convergence), the measurement of stress in the primary lining, the measurement of loading on the rock-lining contact, and reference measurements of seismic effects on the surrounding environment during blasting. The results of individual measurements from the tunnel driving processes are mutually interconnected since they are situated in three associated profiles.

Název v anglickém jazyce

Geo-monitoring performed during the construction of the Valík highway tunnels

Popis výsledku anglicky

The use of the BARAB monitoring system during the construction of the Valík highway tunnels near Plzeň proved to be extremely useful since immediate access to information was essential for quick and safe decision-making. The basic monitoring range includes the following: the geological observation of the faces, the measurement of settlement on the surface of the area observed, extenzometric measurements in vertical drills from the surface of the terrain, the measurement of horizontál deformations in thesurrounding massif using inclinometers, the measurement of deformations of the primary lining (measurement of convergence), the measurement of stress in the primary lining, the measurement of loading on the rock-lining contact, and reference measurements of seismic effects on the surrounding environment during blasting. The results of individual measurements from the tunnel driving processes are mutually interconnected since they are situated in three associated profiles.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JN - Stavebnictví

OECD FORD obor

—

Projekt

—

Návaznosti

R - Projekt Ramcoveho programu EK

Rok uplatnění

2006

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Tunnelling and Underground Space Technology

ISSN

0886-7798

e-ISSN

—

Svazek periodika

21

Číslo periodika v rámci svazku

3-4

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

2

Strana od-do

—

Kód UT WoS článku

—

EID výsledku v databázi Scopus

—