Sub Sections: 1 2 3 4 5 6 7 8 9 10 11 12
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Micro Piles  |  Pressure Grouting  |  Rock Anchors  |  Permeation Grouting
Soil Nailing  |  Compaction Grouting  |  Micropiles  |  Injection Grouting  | 
Chemical Grouting

Our techniques apply when adding new structures: especially rock anchor, microfine cement, soil nailing, micropile installations for foundation support. We specialize in slope stabilization, anchors, permeation grouting, foundation repair and support, grouting, soil nails, rock drilling, micropile installations, and sinkholes. We use a problem-solving approach geotechnical architecture of buildings, bridges, water plants, sewage plants, tunnels, sinkholes, caisson, shoring, underpinning, agriculture, and roads construction. We are experienced in these applications: micro piles, sinkhole repair, permeation grouting, pressure grout, soil nails, chemical grouting, micropiles, compaction grout, and rock anchors. Our specialties are rock anchor, acrylamide and compaction grouting, mini piles, sinkhole repair, micropiles, acrylamide grouting, and soil nailing. We will continue to dedicate ourselves to excellence, including insurance mortgage, in our performance, in our integrity, and in our relationships with our customers. We will carefully weigh our decisions, actions, and results to make sure that we remain the most trusted name in the geotechnical contracting industry. Please visit our website http://www.rembco.com/. Add Concrete Construction URL

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JULY
1997
Slurry Displacement Piles
9-14
CALTRANS FOUNDATION MANUAL
be adjusted to account for some of these conditions, or chemical additives may be necessary.
Because most drilling slurries are difficult and expensive to dispose of, most drilling
contractors will want to reuse the drilling slurries. Occasionally, contractors will want to
reuse the drilling slurry on another pile after completion of the previous pile. Some con-
tractors may want to reuse the drilling slurry on another contract.
The contract specifications do not prohibit the reuse of drilling slurry. However, the drilling
slurry must meet the physical property requirements of the contract specifications. Drilling
slurries will degrade over time (usually measured in months). If a Contractor proposes to
reuse a drilling slurry from a different contract, the Structure Representative may want to
have the physical properties of the drilling slurry tested prior to placement in the drilled
hole.
The reuse of drilling slurries requires careful planning on the Contractor's part. Drilling
slurries must be cleaned before they are reused. For mineral slurries, this is accomplished
through the use of desanding units and chemical additives. For polymer slurries, this is
accomplished by allowing the contaminants to settle out.
The types of drilling slurries that are permitted for use by Caltrans (as of 1994) are detailed
in the following sections. Three types of drilling slurries are permitted: water, mineral, and
synthetic polymer.
Water
Water may be a suitable drilling slurry under the right conditions. Most drilling contractors
will try to use water as a drilling slurry if the ground conditions are right because it is
inexpensive. However, use of water as a drilling slurry is limited to ground formations that
are strong enough not to deform significantly during drilling. The water level in the drilled
hole must be maintained at least 5 feet above the groundwater level in order to maintain
positive effective stress on the sides of the drilled hole. This is the only means of stabiliza-
tion provided to the sides of the drilled hole since water does not control filtration.
The contract specifications state that water may only be used as a drilling slurry when
temporary casing is used for the entire length of the drilled hole. Although water was
permitted to be used as a drilling slurry in the recent past by the contract specifications,
history has shown that water was inappropriately chosen as a drilling slurry for use in holes
drilled in unstable ground formations by some contractors for economic reasons. This
resulted in many defective piles that required repair.