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📏🔬 Ensayo de Límite de Contracción – ASTM D4943 Este ensayo determina el contenido de humedad en el cual un suelo fino deja de reducir su volumen al secarse. Es un parámetro clave en la plasticidad y en el control del comportamiento volumétrico de las arcillas. 👉 Se obtiene midiendo el cambio de volumen de una muestra saturada al pasar del estado húmedo al seco. ⚙️ Con este valor se define el índice de contracción, esencial para predecir la estabilidad de suelos expansivos y su impacto en cim
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