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

Mok Young-Jin (College f Architecture and Civil Engrg., Kyung Hee Univ)
Kim Young-Su (Construction Supervision Division, Korea Engrg, Consultants Corportion)
Publication Information
Journal of the Korean Geotechnical Society / v.21, no.5, 2005 , pp. 133-142 More about this Journal
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 size of probe was reduced 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
In-hole seismic probe; Shear wave velocities; Tunnel-Face;
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