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The document discusses the analysis of pore pressure ratios and soil types using Robertson and Schneider graphs, concluding that soft or sensitive clays exhibit low Q values and high Bq values. It compares T-bar resistance during penetration and extraction, noting that CPT resistance values are generally higher due to different soil deformation mechanisms. Additionally, it calculates T-bar extraction to penetration ratios, revealing that remolded strength is typically lower than penetration strength, with s
- Author
- oe24m014
- Language
- EN