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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/.
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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.