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Develop a boring log by "back-analysis" based on the CPT data. Assume water table at a depth of \( ...
Develop a boring log by "back-analysis" based on the CPT data. Assume water table at a depth of \( 1 \mathrm{~m} \). This should include as a minimum the following components: 1. Soil classification with depth 2. Probable unit weights with depth 3. Effective stress with depth 4. Undrained shear strength and/or \( \varphi^{\prime} \) values with depth 5. Estimated N values with depth