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ASCE axial strain calculated values California chapter circular arc cofferdam confining pressure constant construction Contours Dam as Determined decrease deformations elastic element analyses employed equation evaluate factor of safety finite element analysis finite element stresses Foundations Division gravity turn-on hyperbolic increasing incremental analyses linear major principal stress maximum Mechanics and Foundations modulus values nodal point Nonlinear Modulus number of layers Ol O0 Oroville Dam Otter Brook Dam overburden pressure Pittsburg sandy clay Poisson's ratio parameters relationship relative density Rockfill Safety Based Sand Shear Strength shear stress shell shown in Fig simulate slope soft core Soil Mechanics specimens stability stiff core stress level stress-dependent stress-strain behavior stress-strain curves stress-strain parameters studies tangent Poisson's ratio test conditions Triaxial Shear Test Unconsolidated-Undrained value of Poisson's value of tangent value of Young's values of stress vertical displacements volume change water content Young's modulus