Preliminary Engineering Geological Study for the Railway Line Design between Hungary and Slovenia

Authors

  • Béla Kleb

Abstract

In the valleys a geo-textile 0.5 - 1.0 m foundation of stone spreading and a drain ditch have to be constructed. Additionally, at Nagyrékás, in the region of Balla hill a 1400 m long viaduct with 15 - 18 m deep pile foundation, a 40 m span bridge over a river, a 300 m long tunnel in gravel and clay, along with 9 - 11 m deep cuttings supported by gabionwall in three sections will be completed. More than 50 engineering structures should altogether be established along the whole railway line.

Keywords:

engineering geology

How to Cite

Kleb, B. “Preliminary Engineering Geological Study for the Railway Line Design between Hungary and Slovenia”, Periodica Polytechnica Civil Engineering, 43(2), pp. 143–152, 1999.

Issue

Section

Research Article