I have the results from triaxial test that I will use to model the test in PLAXIS. But I need to determine the relevant parameters such E50 and the density while the Friction angle and cohesion are known.
Young's soil modulus, Es, may be estimated from empirical correlations, laboratory test results on undisturbed specimens and results of field tests. Laboratory tests that may be used to estimate the soil modulus are the triaxial unconsolidated undrained compression or the triaxial consolidated undrained compression tests
Es = KcCu
where: Es = Young's soil modulus (tsf) Kc = correlation factor (http://www.geotechnicalinfo.com/elastic_modulus_constant.pdf) Cu = undrained shear strength, tsf