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Micro Piles |
Pressure Grouting |
Rock Anchors |
Permeation Grouting
Soil Nailing |
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Micropiles |
Injection Grouting |
Chemical Grouting
Our
techniques apply when adding new structures:
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construction. We
are experienced in these applications:
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grout,
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Our specialties are
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Slurry Displacement Piles
JULY
1997
CALTRANS FOUNDATION MANUAL
9-45
and cleans the mineral slurry. Samples for testing shall be taken from the slurry plant
storage tank and the bottom of the drilled hole. As the mineral slurry is recirculated and
cleaned, samples shall be taken every two hours for testing until the test values for the
samples taken at the two testing locations are consistent. Once the test samples have
consistent test values, the sampling and testing frequency may be reduced to twice per
workshift. As the recirculation and cleaning process continues, the properties of the mineral
slurry will eventually conform to the specification parameters. Once the test samples have
properties within the specification parameters, the bottom of the drilled hole can be
cleaned.
If the continuous agitation in the drilled hole method is used, the contract specifications do
not require the mineral slurry to be physically cleaned. Samples for testing shall be taken at
the midheight and at the bottom of the drilled hole. As the mineral slurry is continuously
agitated, samples shall be taken every two hours for testing. If the samples at the two
locations do not have consistent test values, the mineral slurry shall be recirculated. This
means that the continuous agitation in the drilled hole method is failing to keep the
suspended particles in the mineral slurry from settling. This is also an indication that the
mineral slurry is not clean enough to meet the specification parameters. Therefore, the
Contractor is required to abandon this method and use the recirculation method. However,
if the test samples do have consistent test properties within the specification parameters, the
bottom of the drilled hole can be cleaned.
Once the bottom of the drilled hole has been initially cleaned, recirculation or continuous
agitation in the drilled hole may be required to maintain the specified properties of the
mineral slurry. Usually the initial cleaning will stir up the settled materials at the bottom of
the drilled hole, thus requiring the mineral slurry to be recleaned so it meets the require-
ments of the contract specifications. Several iterations may be required before both the
mineral slurry and the bottom of the drilled hole are clean. To verify the cleanliness of the
mineral slurry, the contract specifications require additional samples to be taken for testing.
Samples shall be taken at the midheight and at the bottom of the drilled hole. Once the test
samples show the mineral slurry’s properties to be within the specification parameters and
there is no settled material on the bottom of the drilled hole, the last cleaning of the bottom
of the drilled hole can be considered to be the final cleaning. At this point, the rebar cage
can be placed. The contract specifications require that samples for testing be taken just
prior to concrete placement to verify the properties of the mineral slurry. Samples shall be
taken at the midheight and at the bottom of the drilled hole. If the test samples have
consistent test properties within the specification parameters, concrete may be placed.