PRIJEDLOG ZA IZGRADNJU STALNE PODGRADE U UVJETIMA VELIKIH JAMSKIH PRITISAKA

Journal Title: UNKNOWN - Year 1989, Vol 1, Issue 1

Abstract

Prilikom izrade hodnika u rudniku lignita Titovo Velenje, u uvjetima velikih jamskih pritisaka, pri-mjenjeno je 12 različitih tehnologija. Prostorija prolazi uglavnom kroz laporovite gline i tufove s uloš-cima pješčenjaka. Većina primijenjenih tehnologija izrade, naročito u područjima izrazitih pritisaka, nije dala zadovoljavajuće 'rezultate u pogledu ostvarene dinamike radova, održavanja stabilnosti i projektiranog svijetlog profila prostorije. Analizom provedenih tehnologija izrade i jamskili pritisaka daje se podloga za izgradnju stalne podgrade koja se principijelno razlikuje od klasičnih jakih nepopustljivih podgrada. Karakteristike zamišljene podgrade, u uvjetima velikih jamskih pritisaka, omogućuju izgradnju prostorije u punom profilu, održavanje planirane dinamike radova, stabilnost i sigurnost prostorije, te se smanjuje cijena koštanja izgrađenog metra prostorije.

Authors and Affiliations

Sabahudin Filipović Darko Vrkljan

Keywords

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  • EP ID EP29741
  • DOI -
  • Views 186
  • Downloads 7

How To Cite

Sabahudin Filipović Darko Vrkljan (1989). PRIJEDLOG ZA IZGRADNJU STALNE PODGRADE U UVJETIMA VELIKIH JAMSKIH PRITISAKA. UNKNOWN, 1(1), -. https://europub.co.uk/articles/-A-29741