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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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Slurry Displacement Piles
JULY
1997
9-47
The reason for testing polymer slurries at different levels is to make sure the polymer
slurries are well mixed and have consistent physical properties throughout the length of the
drilled hole.
The intent of these specifications is to ensure that the drilling slurry is properly mixed in
order to provide stability to the drilled hole and to control the amount of suspended
materials in the drilling slurry which may settle during placement of the rebar cage and
concrete.
Pile Testing Access Requirements
During pile construction work, the contract specifications require the installation of
inspection tubes at specific intervals around the perimeter of the bar reinforcement cage.
This is necessary to provide access for structural integrity testing.
Pile Concrete Placement Requirements
During pile construction work, the contract specifications require that concrete shall be
placed through rigid tremie tubes with a minimum diameter of 10 inches or through rigid
pump tubes. The tubes are required to be capped or plugged with watertight plugs that will
disengage once the tubes are charged with concrete. The tip of the concrete placement tube
is required to be located a minimum of 10 feet below the rising head of concrete.
The intent of these specifications is to prevent the concrete placement tubes from allowing
the concrete and drilling slurry to intermingle during concrete placement.