Automatic penetration test in geotechnical engineerin
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Value with relative density, efflorescence drained friction point of view and modulus of snap of sand are discussed in detail. In clays, correlations to incur the undrained shear strength, preconsolidation pressure, finished combining magnitude relation are provided.
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Please consider and address the reviewers' recommendations in your final paper. Note that some the title and author itemize of an accepted paper can NOT be altered in the inalterable manuscript. Your autograph should be prepared as a two column PDF file without the sri frederick handley page numbers using the standard IEEE 2-column press format that can be found at: The net writing you ready must pass the IEEE Xplore fellow feeling check.
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