PREDICTION OF SOIL SETTLEMENT ON SOFT CLAY SOIL USING NORMALIZED ROTATIONAL MULTIPLE YIELD SURFACE FRAMEWORK (NRMYSF)

Soft clays are highly compressible, high-water content, low shear strength, and have poor permeability, which result in significant settlement under long-term loads. Therefore, one of the most challenging geotechnical engineering problems is to predict from soft clay soil. Normalized Rotational Multiple Yield Surface Framework (NRMYSF) developed soil stress-strain behaviour strength characteristic. It able estimate curve for triaxial tests. The consolidated drained (CD) tests conventional 1-dimensional consolidation oedometer has been conducted on prediction was compared between NRMYSF Terzaghi’s principle. model smaller than by 0.1459m 0.1431m Sample A, 0.1890m 0.1398m B. this method potential soils.