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IMPORTANT CONSIDERATIONS
Triggs Technologies Inc For More Information Contact: Send e-mail to hgardner@woh.rr.com with questions or comments about this web site . We have a lot of experience using the Wildcat, and we have a lot of conversation with others who use the Wildcat, and from both sources we realize that one feature of the system needs to be emphasized. Fluid injection into the annulus between cone path and sounding rod keeps the soils from squeezing in onto the rods where they would cause energy-robbing friction during driving. If a portion of the hammer's energy is robbed by friction, the blow-counts will indicate soils being stronger than they are, which is an unconservative situation. Therefore, always inject polymer slurry fluid so that the hole remains visibly filled with slurry during testing. This practice gives better data, and it also allows easier extraction of the sounding rods at the end of your test. If the sounding rods are clogged with soil, all the pumping in the world will not fill the hole with slurry. At the end of each day's testing, while any trapped soil is still moist, check and clean your rods to make sure that slurry will circulate through them when they are next used. In the past, when we used cellulose to make slurry, its longer dissolving time was frustrating, which led some users to give up on slurry injection and test dry. Now that we distribute fast dissolving polymer slurry, the frustration is gone and there is no legitimate reason to not test with fluid injection. Here's More Information On Four Different Subjects
2) The constant pounding on sounding rods eventually fractures the male thread end of some
3) The Stork hammer-lifter works exceptionally well, and any Wildcat owner should seriously
4) We have been studying the correlation between CBR and Wildcat dynamic cone resistances
1) Consider using our Reusable Adhesion Point (RAP), where you need to know whether the
tested soil is organic, clay, silt, or granular. It measures the soils' adhesion onto a 4 inch mantle cone to log soil types. See RAP for details. |