SEISMIC RESPONSE HYDRAULIC HAMMER ON THE SECUNDARY LINING TUNNEL

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083540" target="_blank" >RIV/61989100:27120/12:86083540 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.2478/v10160-012-0027-1" target="_blank" >http://dx.doi.org/10.2478/v10160-012-0027-1</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.2478/v10160-012-0027-1" target="_blank" >10.2478/v10160-012-0027-1</a>

Jazyk výsledku

angličtina

Název v původním jazyce

SEISMIC RESPONSE HYDRAULIC HAMMER ON THE SECUNDARY LINING TUNNEL

Popis výsledku v původním jazyce

Construction and subsequent tunnels collapse of the Jablunkovsk?s pass are already among well known of the professional public. After the collapse left part of the tunnel already standing with secondary lining. The second part was temporarilied concretesecured stopper and heavy bridge formwork. During the progress of work was already reached that stage when plug must be removed. The stopper was removed by combination of blasting operations and hydraulic hammer. This article deals with seismic effect hydraulic hammer. It is therefore a unique measuring effect of vibration on the final tunnel lining. A vibration downturn was monitored in the first meters of the lining and the records were evaluated in the amplitude and frequency resort. This assessmentwas made on the basis CSN 73 0040.

Název v anglickém jazyce

SEISMIC RESPONSE HYDRAULIC HAMMER ON THE SECUNDARY LINING TUNNEL

Popis výsledku anglicky

Construction and subsequent tunnels collapse of the Jablunkovsk?s pass are already among well known of the professional public. After the collapse left part of the tunnel already standing with secondary lining. The second part was temporarilied concretesecured stopper and heavy bridge formwork. During the progress of work was already reached that stage when plug must be removed. The stopper was removed by combination of blasting operations and hydraulic hammer. This article deals with seismic effect hydraulic hammer. It is therefore a unique measuring effect of vibration on the final tunnel lining. A vibration downturn was monitored in the first meters of the lining and the records were evaluated in the amplitude and frequency resort. This assessmentwas made on the basis CSN 73 0040.

Druh

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

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název periodika

Transactions of the VŠB - Technical University of Ostrava

ISSN

1804-4824

e-ISSN

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Svazek periodika

12

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

PL - Polská republika

Počet stran výsledku

11

Strana od-do

1-11

Kód UT WoS článku

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EID výsledku v databázi Scopus

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