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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
9-38
CALTRANS FOUNDATION MANUAL
materials that were held in suspension by the drilling slurry that settled out of suspension
either before or during the concrete placement operation. These materials can also be the
result of improper cleaning of the base of the drilled hole. These materials can be trapped at
the bottom of the pile by concrete placement as shown in Figure 9-22(a) or they can be
enveloped and lifted by the fluid concrete only to become caught by the rebar cage or
against the sides of the drilled hole and not be displaced by the fluid concrete as shown on
Figure 9-22(b). These materials can also fall out of suspension and settle onto the head of
concrete during concrete placement, become enveloped by the concrete, and attach to the
rebar cage or the sides of the drilled hole as previously described. These deposits will register
on the pile testing results as areas of lower density than that of sound concrete. Excessive
amounts of settled materials can occur in mineral slurries that were not properly cleaned or
agitated and carry inordinate amounts of suspended materials. Excessive amounts of settled
materials can occur in polymer slurries when not enough time is allowed for the materials
to settle out before the final cleaning of the bottom of the drilled hole or if the polymer
slurry becomes contaminated from clay-particle encapsulation.
Another reason for pile defects is due to improper drilling slurry handling. If mineral
slurries are not properly mixed and are not allowed to properly hydrate, they can form balls
or clumps that can become attached to the rebar cage and not be removed by concrete
placement as is shown in Figure 9-23. Mineral slurries that remain in the drilled hole for
too long can form a filter cake that is too thick for the fluid concrete to scour off the sides of
the drilled hole as is shown in Figure 9-24. Mineral and polymer slurries that carry an
excessive load of suspended materials can be subject to precipitation if an unexpected
chemical reaction takes place. This is possible if the concrete is dropped through the
drilling slurry.