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ENGINEERING GEOLOGY AND GROUND IMPROVEMENT OF
THE ISLAIS CREEK TUNNELS,
SAN FRANCISCO COUNTY, CALIFORNIA
2001
Victor S. Romero
Jacobs Associates,
San Francisco, CA, USA

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The 340-meter long Islais Creek tunnels are part of the Islais Creek
transport/storage project,
a series of combined sewers in southeast San
Francisco designed to reduce discharges into San Francisco Bay during
storms. The project involved tunneling through
Bay Mud, a well-known and troublesome
weak soil in San Francisco Bay. Further
complicating tunnel construction was the presence
of piles supporting sewers and a railroad over the
tunnel. To address these challenges, jet grouting
was used to pre-treat the Bay Mud to allow for
open-face tunneling. Jet grouting is a form of ground
modification whereby a cement grout is injected into
the ground through a rotating drill bit. The soil
structure is virtually obliterated by the jets and
the original subsurface material is ultimately mixed
with grout to form soil-cement columns. This was
the first tunnel project anywhere to utilize full-face
jet grouting for tunneling in soft clays. The successful
completion of the project demonstrated that jet
grouting for pre-treatment of soft soils is possible
and compatible with open-face tunneling methods.
Tunnel inflows and surface settlements above the
tunnels were less than conventional theories would
predict. This project also showed that ground heave
is a critical issue with jet grouting under structures.
Maintaining good return of cuttings during jet
grouting is necessary to prevent such heave. Precutting
and pretreatment of soils above the "design"
zone for jet grouting was used to enhance return
of jet grout cuttings.
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