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This document summarizes a study that analyzed soil data from the Surakarta region of Indonesia to develop new empirical formulas correlating shear strength parameters (Cu and φ) with SPT N-values. The study generated simple linear regression equations and nonlinear polynomial models relating Cu and φ to N-SPT. It compared the results to existing formulas from Terzaghi and Peck (1967) and Hanson and Thornburn (1989). The simple linear regression for Cu and nonlinear polynomial regression for φ had R2 values

Author

INDRA GUNAWAN

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