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I am actually not sure how each of the above software's work while performing FEM analysis. Test results can be correlated to California Bearing Ratios, in-situ density, resilient modulus, and bearing capacity. Experience has shown that the DCP can be used effectively in augered holes to depths of 15 to 20 ft. I modeled the lining of the tunnel as a soil volume and I need to draw the axial forces and bending moment. Depending on the DCP apparatus the test can be conducted efficiently with as little as 1 to 2 people. Journal of Geotechnical and Geoenvironmental Engineering.

Part 4,Compaction related tests. Several correlations exist between common engineering parameters and the dynamic penetration index. The DCP may be used to assess the density of a fairly uniform material by relating density to penetration rate on the same material. The connection between the two rods consists of anvil to allow for quick connections between the rods and for efficient energy transfer from the falling weight to the penetrating rod. The early applications of CPT mainly determined the soil geotechnical property of bearing capacity. The ability to advance additional in situ testing tools using the CPT direct push drilling rig , including the seismic tools described above, are accelerating this process. It is a guide figure but still useful to know.

Dynamic Cone Penetration Test

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Cone penetration test

    The penetration of the cone is measured after each blow andis recorded to provide a continuous measure of shearing resistance up to 5 feet below the ground surface. Today, the CPT is one of the most used and accepted soil methods for soil investigation worldwide. The ability to advance additional in situ testing tools using the CPT direct push drilling rig , including the seismic tools described above, are accelerating this process. This consists of causing a plunger of standard area to penetrate a soil sample, this can be in the laboratory or on site. Again, dependent upon the test apparatus, depth of testing, and the condition of the subgrade, the test requires 5 to 10 minutes to complete. The test is thus intended to evaluate the in situ strength of a material under existing field conditions. Search Pavement Interactive for: Petroleum Hydrocarbons and Organic Chemicals in Groundwater:

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