Facultad de Ingeniería y Arquitectura

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Subject: search.filters.subject.Estabilización de suelos

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    Bases teóricas para realizar la investigación influencia de la soda caustica en la estabilización de suelos en la zona de Huanchaco – Trujillo, 2018
    (Universidad Privada de Trujillo, 2019)
    Araujo Rodríguez, Horacio
    ;
    Villar Quiroz, Josualdo
    This monograph seeks to obtain technical information necessary to develop the research influence of caustic soda in the stabilization of soils in the Huanchaco - Trujillo area. This research work seeks to find the theory that will provide us with a new solution to the use of caustic soda, improving the physical and mechanical properties of the soil. Caustic soda is a caustic hydroxide used in the industry (mainly as a chemical base) has a high PH so it is suitable to stabilize the soil. The obtaining in the information search process was done taking into account the National Building Regulations especially the E-050 Standard, data were collected, using data matrix, applying primary information sources, which is very important in the search of the knowledge necessary to carry out the research in said place. With the necessary theory it is necessary to determine the influence of caustic soda in the stabilization of soils of this area, which will be achieved through laboratory tests under the standards of AASHTO and SUCS, this research project is important as it benefits in a technology to society and the country.
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    Bases teóricas para la estabilización de suelos con ceniza de bagazo de caña de azúcar para su uso en subrasantes en el distrito de Laredo - Trujillo, La Libertad 2018
    (Universidad Privada de Trujillo, 2018)
    Aquino Mendoza, Marco Antonio
    ;
    Villar Quiroz, Josualdo
    The increasing cost of the stabilizing traditional agents and the need to possess the utilization of industrial and agricultural waste beneficial ends of engineering in La Libertad, stimulated the present investigation on the potential of stabilization of the ash of bagasse (CBCA) in clayey highly expansive soils. This research work aims to determine the theoretical basis on the influence of the addition of CBCA in the stabilization of soils at the subgrade level in the district of Laredo. The preliminary investigation of the soil of the District of Laredo shows that it belongs to the class A-7-5 according to classification AASHTO. The soils in this class generally are poorly used in engineering. Atterberg's limits, swell frees, index of swell frees, index of swell frees, proctor modified and CBR was used to evaluate the properties of the stabilized soil. The theoretical basis allows us to predict that there is an improvement in the geotechnical properties of soil stabilized with CBCA, because it reduces the plasticity index, swelling and MDD with an increase in OMC and CBR with all the highest CBCA contents.