Application of geophysical methods to determine bedrock conditions within a tunnel alignment

The Upper Scioto West Interceptor Sewer is a 10-kilometer long bedrock tunnel under construction in Columbus, Ohio. Tunneling progress was halted when the tunnel boring machine (TBM) encountered a clay-filled solution valley measuring approximately 75 meters (240 feet) wide. A long and expensive delay followed while a vertical shaft was excavated ahead of the TBM, and a horizontal tunnel was hand dug through the soft material to reach the TBM. A geophysical survey was contracted to identify additional problem areas in advance of further tunneling. The survey included two conventional geophysical techniques, seismic refraction and microgravity, and a new technique named Forward Looking Seismic. Seismic refraction provided a profile of the bedrock surface along the tunnel alignment. Microgravity also detected bedrock valleys as well as low-density bedrock zones attributed to fracturing, solutioning, etc. The third method, Forward Looking Seismic, was conducted as a preliminary test. The FLS test detected two geological features ahead of the TBM, a low-density bedrock zone and a clay-filled void. The low-density zone corresponded to an area where jet grouting was required to facilitate tunneling. An estimate of the location and orientation of the void was successfully made.

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Published
2026-01-21
DOI
https://doi.org/10.1201/9781003761792-14
Citations
1
Primary Topic
Tunneling and Rock Mechanics
Type
article
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article

Application of geophysical methods to determine bedrock conditions within a tunnel alignment

Ernest C. Hauser, C T Fallara, Mark J. Howell
1 citations
Tunneling and Rock Mechanics
article

Application of geophysical methods to determine bedrock conditions within a tunnel alignment

Ernest C. Hauser, C T Fallara, Mark J. Howell
article en
1 citations

Abstract

The Upper Scioto West Interceptor Sewer is a 10-kilometer long bedrock tunnel under construction in Columbus, Ohio. Tunneling progress was halted when the tunnel boring machine (TBM) encountered a clay-filled solution valley measuring approximately 75 meters (240 feet) wide. A long and expensive delay followed while a vertical shaft was excavated ahead of the TBM, and a horizontal tunnel was hand dug through the soft material to reach the TBM. A geophysical survey was contracted to identify additional problem areas in advance of further tunneling. The survey included two conventional geophysical techniques, seismic refraction and microgravity, and a new technique named Forward Looking Seismic. Seismic refraction provided a profile of the bedrock surface along the tunnel alignment. Microgravity also detected bedrock valleys as well as low-density bedrock zones attributed to fracturing, solutioning, etc. The third method, Forward Looking Seismic, was conducted as a preliminary test. The FLS test detected two geological features ahead of the TBM, a low-density bedrock zone and a clay-filled void. The low-density zone corresponded to an area where jet grouting was required to facilitate tunneling. An estimate of the location and orientation of the void was successfully made.

National Water and Sewerage Corporation (UG)
Sustainable cities and communities
Openalex Percentile: Top 100%
Tunneling and Rock Mechanics
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