Jokin Rico

Jokin Rico

*This is an algorithmically generated author record based on publicly available information.

Jokin Rico has a total of 4 co-authors. Here are the top co-authors by number of shared publications:

  • Ali Aghajanian

    Dept. of Civil Engineering, Univ. of Tehran - International Campus, Niyayesh St., Mirmohanna Blvd., Kish Island, Iran. ORCID:

    1 shared publication
  • Carlos Thomas

    LADICIM (Laboratory of Materials Science and Engineering), University of Cantabria, E.T.S. de Ingenieros de Caminos, Canales y Puertos, Av./Los Castros 44, 39005 Santander, Spain

    1 shared publication
  • Gilberto García Del Angel

    Facultad de Ingeniería Tampico, UAT-CA-29, Universidad Autónoma de Tamaulipas, Centro Universitario Sur, Tampico 89336, Mexico

    1 shared publication
  • Pablo Tamayo

    LADICIM (Laboratory of Materials Science and Engineering), University of Cantabria, E.T.S. de Ingenieros de Caminos, Canales y Puertos, Av./Los Castros 44, 39005 Santander, Spain

    1 shared publication

Latest Publications

  • Open Access

    Siderurgical Aggregate Cement-Treated Bases and Concrete Using Foundry Sand

    by Gilberto Garcia Del Angel, Ali Aghajanian, Pablo Tamayo, Jokin Rico, Carlos Thomas

    Cement-treated bases are soils, gravels or manufactured aggregates mixed with certain quantities of cement and water in order to improve the characteristics of a base or sub-base layer. Due to the exploitation of natural aggregates, it is a matter of importance to avoid shortage of natural resources, which is why the use of recycled aggregates is a practical solution. In this paper we studied the feasibility of the use of untreated electric arc furnace slags and foundry sand in the development of cement-treated bases and slag aggregate concrete with a lower quantity of cement. We analyzed the physical, mechanical and durability characteristics of the aggregates, followed by the design of mixes to fabricate test specimens. With cement-treated bases, results showed an optimal moisture content of 5% and a dry density of 2.47 g/cm3. Cement-treated bases made with untreated slag aggregate, foundry sand and 4% of cement content showed an unconfined compression strength at seven days of 3.73 MPa. For siderurgical aggregate concrete mixes, compressive strength, modulus of elasticity and flexural strength tests were made. The results showed that the mixes had good mechanical properties but durability properties could be an issue.