A Pilot Study of Stiffness Mesurements for Tunnel-Face Materials Using In-hole Seismic Method

인홀 시험을 이용한 터널 막장의 암반강성 측정에 대한 적용성 연구

  • 목영진 (경희대학교 토목 건축대학 토목공학) ;
  • 김영수 (한국종합기술개발공사)
  • Published : 2005.03.25

Abstract

The research concentrates on improving the in-hole seismic probe, which has been developed in past five years, to be used in stiffness measurements of tunnel-face materials. The probe was down-sized to be fit in 45-mm diameter holes(or BX) drilled by a jumbo-drill, which is used to drill holes to install explosives for tunneling. Also trigger system was improved by using a down-speeding motor for operating convenience and air packing system was replaced with a set of plate-springs to eliminate supply of compressed air. These modifications are to adjust the probe for the unfavourable environment inside of tunnels and to test without any further drilling cost. The probe and testing procedure were successfully adopted with horizontal holes drilled by a jumbo-drill at a tunnel-face to evaluate the stiffness of rock mass. The measured shear wave velocities can be used to estimate deformation properties of rock mass for tunnel analyses.

Keywords