⚙️ Ensayo Triaxial UU – ASTM D2850 El ensayo triaxial no consolidado y no drenado determina la resistencia al corte de suelos cohesivos bajo presión confinante, sin permitir drenaje ni consolidación. La muestra cilíndrica se coloca en una celda triaxial y se somete a una presión de confinamiento uniforme. Luego se aplica una carga axial a velocidad constante hasta la falla, registrando la carga y deformación. 📐 Fórmulas clave: Área corregida = Área inicial ÷ (1 − Deformación axial en decimal) E
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⚙️ Ensayo Triaxial UU – ASTM D2850 El ensayo triaxial no consol…
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