Cement-Bentonite (C-B) slurry trench cutoff walls utilize a bentonite slurry containing cement to stabilize the trench during the excavation phase. After completion of the excavation, the cement causes the slurry to harden to a strength comparable to that of a stiff clay, thereby eliminating the need for trench backfilling. The cement-bentonite slurry contains no aggregate other than some suspended soil particles from the excavation process, The bentonite provides the media to keep the cement in suspension until initial set occurs.

Strength and plasticity of the hardened cement-bentonite slurry will vary, depending mostly on the cement/water ratio and the type of cement, with higher strengths having lower plasticity. Mixes can be designed to achieve unconfined compressive strength from 5 psi to well over 20 psi at 28 days.

Additives, including setting retarders, can be incorporated in the mixture to achieve certain operating characteristics, or for economy. For example, flyash is sometimes used as a filler to increase the density of the slurry and to reduce the cement content. The permeability of C-B cutoff walls depends on the proportions of bentonite, cement and flyash used in the mix. Permeability can normally be achieved in the range of 10-5 to 10-6 cm per sec. Lower permeabilities can be achieved if required.

Some of the primary reasons for selecting C-B cutoff walls instead of soil-bentonite cutoff walls are:

Design requirement for strength of the backfill.
Potential for trench instability due to soft and loose soil zones or adjacent surcharges.
The panel method of excavation can be employed where these conditions are critical.
Site conditions restricting the working area and preventing the preparation of the S-B backfill mixture alongside the trench.
Unavailable or costly materials suitable for soil-bentonite backfill.

INQUIP has experience in the installation of C-B cutoff walls since 1977, and has access to advances in mix technology through license agreements.

If you have an immediate or future application for any of our specialty construction techniques, please contact us. If you need additional information please e-mail us at: info@inquip.com, or call one of our offices.


Eastern Region: P.O. Box 6277, Mclean, VA 22106
TEL: (703) 442-0143, FAX: (703) 442-0188

Western Region: P.O.Box 2182 , Santa Barbara, CA 93120
TEL: (805) 687-2007, FAX: (805) 682-0396