PREPARATIONS FOR REMEDIATION OF A FORMER SURFACE MINE – TECHNICAL RECLAMATION AREA

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00337930" target="_blank" >RIV/68407700:21110/19:00337930 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.14311/APP.2019.23.0014" target="_blank" >https://doi.org/10.14311/APP.2019.23.0014</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.14311/APP.2019.23.0014" target="_blank" >10.14311/APP.2019.23.0014</a>

Jazyk výsledku

angličtina

Název v původním jazyce

PREPARATIONS FOR REMEDIATION OF A FORMER SURFACE MINE – TECHNICAL RECLAMATION AREA

Popis výsledku v původním jazyce

The reclamation area for secondary float energy by-products is located on a spoil heap, 45 m thick and 30 years old (mostly claystone with high plasticity). When depositing a first 18 m high stack, it was necessary to verify stability and to analyse deformations during the reclaimer operation. The stability and deformation depend on the shallow groundwater level. Therefore, it was necessary to propose a technical solution for drainage of the interest structure. It can be divided into two parts: drainage of surface water and drainage of the shallow underground water. It is a complex solution of the entire construction that would not be possible without long-term monitoring of the construction and field mapping. Realization of the proposed facilities will increase the stability of the reclamation area and it will be possible to continue with remediation of a former surface mine.

Název v anglickém jazyce

PREPARATIONS FOR REMEDIATION OF A FORMER SURFACE MINE – TECHNICAL RECLAMATION AREA

Popis výsledku anglicky

The reclamation area for secondary float energy by-products is located on a spoil heap, 45 m thick and 30 years old (mostly claystone with high plasticity). When depositing a first 18 m high stack, it was necessary to verify stability and to analyse deformations during the reclaimer operation. The stability and deformation depend on the shallow groundwater level. Therefore, it was necessary to propose a technical solution for drainage of the interest structure. It can be divided into two parts: drainage of surface water and drainage of the shallow underground water. It is a complex solution of the entire construction that would not be possible without long-term monitoring of the construction and field mapping. Realization of the proposed facilities will increase the stability of the reclamation area and it will be possible to continue with remediation of a former surface mine.

Druh

J_ost - Ostatní články v recenzovaných periodicích

CEP obor

—

OECD FORD obor

20701 - Environmental and geological engineering, geotechnics

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název periodika

Acta Polytechnica

ISSN

1210-2709

e-ISSN

1805-2363

Svazek periodika

2019

Číslo periodika v rámci svazku

23

Stát vydavatele periodika

CZ - Česká republika

Počet stran výsledku

6

Strana od-do

14-19

Kód UT WoS článku

—

EID výsledku v databázi Scopus

2-s2.0-85113798703