Evaluación del comportamiento mecánico del suelo mediante estabilización suelo cemento aplicado a la mina Ganzhigadpc1 en el cantón Cañar para la construcción de pavimento

Abstract

Abstract:The physical properties of the soil-cement increase over time, which benefits that the maintenance of the pavement is minimal, providing a long useful life and a reduction in the total structure of the pavement. The present study was carried out in order to evaluate the mechanical behavior of the soil by means of soil cement stabilization. For this, the raw material was characterized by physical tests with material from the Ganzhigadpc 1 mine in the Cañar canton, which according to the AASHTO classification correspond to the group of well-graded sands with gravels and clays. With the Modified Proctor test, the amount of cement and water was determined. Through the Cylinders Compression Resistance test, the resistance of the material with different percentages of cement 4-6-8 could be established, in which according to the MTOP regulations it must have a resistance of 18 Kg / m2 passing these characteristics on 6 and 8% cement. With the CBR test, the mechanical behavior of the soil was defined as a function of the bearing capacity and without a stabilized base.