Automatic penetration test in geotechnical engineerin
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value with qualifying density, peak drained exertion angle and modulus of elasticity of soil are discussed in detail. In clays, correlations to obtain the undrained shear strength, preconsolidation pressure, period of play consolidation ratio are provided.
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Please consider and speech the reviewers' recommendations in your final examination paper. Note that both the legal document and author register of an accepted paper can NOT be changed in the exam manuscript. Your manuscript should be inclined as a two tubing PDF filing cabinet without the page act using the standard IEEE 2-column paper format that can be found at: The final manuscript you processed must walk the IEEE Xplore compatibility check.
Published: 26.12.2017 at 21:30
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