A New Soil Classification Method Using Normalized CPT/CPTU Parameters Based on Modified Bayesian Model

Yong Hong Miao; Jie Yin

doi:10.4028/www.scientific.net/AMR.588-589.1910

Paper Titles

Improvement of Laminar Shear Container for Shaking Table Test
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Fractal Features of Cracked Backfill Particle Size Distribution
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Study on Abnormal High Intensity of Hanyuan during Wenchuan Earthquake Based on Resonance Effect
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Investigation of Coal Failure under Triaxial Compression by CT Scanning
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A New Soil Classification Method Using Normalized CPT/CPTU Parameters Based on Modified Bayesian Model
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Stability Analysis of Grouting Strengthening in the Goaf Underlying a Canal
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Analysis on Rock Mass Around an Underground Crude Oil Storage Caverns in Containment of Groundwater Considering Fluid Solid Coupling
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The Application of Grouting Technology for Governance of Mined-Out Area under Large Channel
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Analysis of Multi-Crack Growth in Asphalt Pavement Based on Extended Finite Element Method
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A New Soil Classification Method Using Normalized CPT/CPTU Parameters Based on Modified Bayesian Model

Abstract:

Soil classification results from CPT/CPTU always involve the uncertainty of correlation between mechanical behavior and soil composition. For better processing large quantities of tests data obtained form CPT/CPTU, Modified Bayesian model was introduced and corresponding soil classification method was proposed. The validity of the new method was verified through local silt samples. Evaluation results also suggested that the proposed new soil classification method had well applicability.