Rock mass parameters based doline susceptibility mapping in gypsum terrain

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27350%2F15%3A86095675" target="_blank" >RIV/61989100:27350/15:86095675 - isvavai.cz</a>

Výsledek na webu

<a href="http://apps.webofknowledge.com/full_record.do?product=WOS&search_mode=GeneralSearch&qid=1&SID=S1N8kBEKX9vEvv9HU9R&page=1&doc=1" target="_blank" >http://apps.webofknowledge.com/full_record.do?product=WOS&search_mode=GeneralSearch&qid=1&SID=S1N8kBEKX9vEvv9HU9R&page=1&doc=1</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1144/qjegh2014-087" target="_blank" >10.1144/qjegh2014-087</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Rock mass parameters based doline susceptibility mapping in gypsum terrain

Popis výsledku v původním jazyce

Rock in nature is observed as a rock mass that is a discontinuous medium with features including joints, faults, fissures, fractures and bedding planes. Interaction of the intact rock blocks with the discontinuities mainly controls the rock mass behaviour under applied stress. Therefore a detailed description of the discontinuities in rocks, their structure and their condition can provide valuable insights into potential rock mass behaviour. Although the rock mass characteristics in terms of discontinuities are very important for the stability of underground openings, they have never been considered as a conditioning factor of doline susceptibility analyses. In this paper, preparation of a doline susceptibility map based on the rock mass parameters isproposed. Three doline susceptibility models (based on conventional affecting factors (geological, hydrological, topographical, land use factors and vegetation cover), rock mass parameters, and both sets of factors combined) were produced

Název v anglickém jazyce

Rock mass parameters based doline susceptibility mapping in gypsum terrain

Popis výsledku anglicky

Rock in nature is observed as a rock mass that is a discontinuous medium with features including joints, faults, fissures, fractures and bedding planes. Interaction of the intact rock blocks with the discontinuities mainly controls the rock mass behaviour under applied stress. Therefore a detailed description of the discontinuities in rocks, their structure and their condition can provide valuable insights into potential rock mass behaviour. Although the rock mass characteristics in terms of discontinuities are very important for the stability of underground openings, they have never been considered as a conditioning factor of doline susceptibility analyses. In this paper, preparation of a doline susceptibility map based on the rock mass parameters isproposed. Three doline susceptibility models (based on conventional affecting factors (geological, hydrological, topographical, land use factors and vegetation cover), rock mass parameters, and both sets of factors combined) were produced

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

2015

Kód důvěrnosti údajů

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

Název periodika

Quarterly journal of engineering geology and hydrogeology

ISSN

1470-9236

e-ISSN

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Svazek periodika

48

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

11

Strana od-do

124-134

Kód UT WoS článku

000358446200005

EID výsledku v databázi Scopus

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