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Electrical
Resistivity
Seismic Refraction
ReMi Shear Wave
Magnetics
Electromagnetics
Gravity
Downhole Seismic
CSL
Marine Geophysics
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THE CROSSHOLE SONIC LOGGING (CSL) METHOD
The CSL method uses the propagation time and relative
energy of an ultrasonic pulse between parallel access tubes to check the
homogeneity and integrity of concrete structures. Such structures
include:
 | Bored Piles |
 | Drilled shafts |
 | Concrete Piles |
 | Augercast Piles |
 | Slurry Walls (Diaphragm Walls) |
 | Dams, Barrettes, etc... |
Testing is performed using two ultrasonic probes, one transmitter and
one receiver, placed within vertical access tubes, plastic or steel,
installed before pouring concrete or within boreholes drilled into the
structure after concrete has cured. The probes send and receive an
ultrasonic signal that travels between the access tubes or boreholes
through the concrete structure. In high quality concrete this signal
will travel with a velocity of approximately 12,000 ft/s - 14,000
ft/s, however, the presence of the following within the structure will
disrupt the signal causing a decrease in signal velocity:
 | Soil Inclusions |
 | Gravel |
 | Water |
 | Drilling mud |
 | Bentonite |
 | Voids |
 | Contaminated concrete |
 | Cracks |
 | Necking |
Within drilled shafts, several CSL tests are performed between a number
of access tubes spaced evenly around the structure to adequately test all
concrete within the rebar cage. This also makes it possible to determine the
approximate size of the defects listed above.
Earth Dynamics performs CSL testing in accordance with
ASTM D6760-02 "Standard Test Method for Integrity Testing of
Concrete Deep Foundations by Ultrasonic Crosshole Testing". |
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