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This paperwork aims to present the correlation between the Modulus of Deformation, E as a physical parameter and the internal friction angle of the soil, ? as a resisting parameter of soils. Assigning the resisting parameters to soils shall be reliable and when there is a suspicion in their values derived out of a test, than they shall be compared with other tests used to determine the shear resistance. To give the correlation between the Modulus of Deformation, E and the internal friction angle, ? the results obt...