Optimization of building site category determination in an undermined area prior to and after exhausting coal seams

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27350%2F12%3A86082834" target="_blank" >RIV/61989100:27350/12:86082834 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/61989100:27120/12:86082834

Výsledek na webu

<a href="http://dx.doi.org/10.1016/j.ijrmms.2012.05.021" target="_blank" >http://dx.doi.org/10.1016/j.ijrmms.2012.05.021</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.ijrmms.2012.05.021" target="_blank" >10.1016/j.ijrmms.2012.05.021</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Optimization of building site category determination in an undermined area prior to and after exhausting coal seams

Popis výsledku v původním jazyce

The intensity of undermining effects on the existing and planned engineering work is currently examined on the basis of the so-called building site categories. These are determined according to the prognostic parameters of ground deformation (inclination, radius of curvature and linear unit deformation). The parameter values are calculated prior to exploitation of a particular section of a deposit within mining development work. Therefore, such determined building site categories are mere assumptions and the real subsidence and impact on the engineering work may differ. This paper deals with a method of evaluating real ground deformation parameters in two localities in the Czech part of the Upper-Silesian Basin on the grounds of regular levelling measurements in a subsidence basin. Comparing the prognostic and real building site categories, significant differences in the surface extent have been identified. The methodology of real building site category determination may be used for co

Název v anglickém jazyce

Optimization of building site category determination in an undermined area prior to and after exhausting coal seams

Popis výsledku anglicky

The intensity of undermining effects on the existing and planned engineering work is currently examined on the basis of the so-called building site categories. These are determined according to the prognostic parameters of ground deformation (inclination, radius of curvature and linear unit deformation). The parameter values are calculated prior to exploitation of a particular section of a deposit within mining development work. Therefore, such determined building site categories are mere assumptions and the real subsidence and impact on the engineering work may differ. This paper deals with a method of evaluating real ground deformation parameters in two localities in the Czech part of the Upper-Silesian Basin on the grounds of regular levelling measurements in a subsidence basin. Comparing the prognostic and real building site categories, significant differences in the surface extent have been identified. The methodology of real building site category determination may be used for co

Druh

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

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

—

Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název periodika

International journal of rock mechanics and mining sciences

ISSN

1365-1609

e-ISSN

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Svazek periodika

54

Číslo periodika v rámci svazku

SEP 2012

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

10

Strana od-do

9-18

Kód UT WoS článku

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EID výsledku v databázi Scopus

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