Layne Christensen – Groundfreezing
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Project: Drop Shaft, South Bay Ocean Outfall
Location: San Diego, California
Client: Traylor Brothers/Obayashi Joint Venture
Description: Ground freezing was determined to be the only method technically feasible for excavation support of a 46-foot diameter shaft, extending 200 feet in sandy, unstable soils. A frozen earth wall 300 feet deep and over 12 feet thick was required for both bottom stability and structural integrity to overcome very high earth and hydrostatic pressures.

Large zones of boulders in the subsurface soils required large, specialized drilling rigs to advance the freeze pipes and maintain a high degree of vertical alignment. Gyroscopically guided mud motors were used to steer the freeze pipes down in certain locations.

The ground freezing system, coupled with a grouting program had to overcome the effects of high groundwater velocities resulting from an ancient buried river valley.

An innovative application of High Density Polyethylene pipe was used for the freeze pipe configuration at the tunnel eye, facilitating a safe, water-tight tunnel exit from the shaft.

A standby ground freezing design for freezing the face of the tunnel boring machine was required if unstable soil conditions occurred as far as two miles out into the Pacific Ocean.
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Geotechnical Construction Group
W229 N5005 DuPlainville Road
Pewaukee, Wisconsin 53072
Tel: 800.407.4449
Tel: 262.246.4646
Fax: 262.246.4784
E-mail: jasopko@groundfreezing.com

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