An improved procedure for obtaining and maintaining well characterized partial water saturation states on concrete samples to be used for mass transport tests

A conditioning procedure is proposed allowing to install into the concrete specimens any selected value of water saturation degree with homogeneous moisture distribution. This is achieved within the least time and the minimum alteration of the concrete specimens. The protocol has the following steps: obtaining basic drying data at 50 °C (water absorption capacity and drying curves); unidirectional drying of the specimens at 50 °C until reaching the target saturation degree values; redistribution phase in closed containers at 50 °C (with measurement of the quasi-equilibrium relative humidities); storage into controlled environment chambers until and during mass transport tests, if necessary. A water transport model is used to derive transport parameters of the tested materials from the drying data, i.e., relative permeabilities and apparent water diffusion coefficients. The model also allows calculating moisture profiles during isothermal drying and redistribution phases, thus allowing optimization of the redistribution times for obtaining homogeneous moisture distributions.

Recommendation of RILEM TC 178-TMC: Testing and modelling chloride penetration in concrete

This RILEM Technical Recommendation intends to give a general description of methods of sampling for obtaining chloride concentration profiles in concrete, applicable both for laboratory cast concrete specimens, for concrete cores taken from structures and for testing on site. These sampling procedures may be applied for obtaining concentration profiles of any other chemical species present in concrete.

Procedure for calculating the chloride diffusion coefficient and surface concentration from a profile having a maximum beyond the concrete surface

Chlorides induce local corrosion in the steel reinforcements when reaching the bar surface. The measurement of the rate of ingress of these ions, is made by mathematically fitting the so called “error function equation” into the chloride concentration profile, obtaining so the diffusion coefficient and the chloride concentration at the concrete surface. However, the chloride profiles do not always follow Fick’s law by having the maximum concentration at the concrete surface, but often the profile shows a maximum concentration more in the interior, which indicates a different composition and performance of the most external concrete layer with respect to the internal zones. The paper presents a procedure prepared during the time of the RILEM TC 178-TMC: “Testing and modeling chloride penetration in concrete”, which suggests neglecting the external layer where the chloride concentration increases and using the maximum as an “apparent” surface concentration, called C max and to fit the error function equation into the decreasing concentration profile towards the interior. The prediction of evolution should be made also from the maximum.

Consideraciones del estudiante sobre su formación práctica en asignaturas del área de conocimiento de química orgánica

En la presente comunicación se detallarán los resultados obtenidos de la valoración del alumno sobre los créditos prácticos en diferentes asignaturas de grado (Grado en Biología, y Grado en Ciencias del Mar: 26510, Química; Grado en Química: 26030, Determinación Estructural de Compuestos Orgánicos y 26050, Química Farmacéutica; Grado en Ingeniería Química: 34513, Química Orgánica Aplicada) adscritas al área de conocimiento de Química Orgánica. Se presentarán y analizarán los resultados obtenidos de esta valoración por parte del alumnado de las diferentes actividades prácticas implantadas en dichas asignaturas y su repercusión en la comprensión y seguimiento de las mismas. También se pretende evaluar cuales son las estrategias más efectivas y cuales son susceptibles de cambios. Y como último fin de este estudio se debatirá sobre las posibles mejoras propuestas por el alumno para su posible implantación en sucesivos cursos académicos.