Sub Sections: 1 2 3 4 5 6 7 8 9 10 11 12
Pages
: 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200

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

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.