Rediscovery of the Moratalla amber (Murcia, Spain): a Cretaceous outcrop in the southernmost end of the peninsular amber strip

This study is a contribution of the Spanish Ministry of Economy and Competitiveness project CGL2011-23948/BTE.

Aplicaciones de la proyección estereográfica en ingeniería geológica

La proyección estereográfica proporciona una herramienta fundamental en el campo de la ingeniería geológica. Su principal interés estriba en el hecho de que con ella podemos representar orientaciones (dirección) e inclinación (buzamiento o inmersión) preferentes de elementos que en la naturaleza no se presentan con desarrollos geométricos perfectos, como es el caso de un estrato, donde el plano de techo y de muro presentan irregularidades puntuales aunque con una tendencia general. Además este tipo de representación permite medir los ángulos de forma directa. Entre sus aplicaciones más importantes se encuentra el reconocimiento de juegos de diaclasas en un afloramiento rocoso, la determinación de la dirección y el buzamiento de un estrato, la determinación del tipo de rotura en un movimiento de ladera, etc. Con este trabajo se pretende mostrar la utilidad de la proyección estereográfica, explicando las modalidades existentes y algunas de sus aplicaciones prácticas en ingeniería geológica.

El sector nororiental de la Cuenca de Antepaís del Guadalquivir (Cordillera Bética, Mioceno Superior): estratigrafía, cronología y evolución sedimentaria

Estudios estratigráficos y sedimentológicos de afloramiento y el análisis paleoecológico y bioestratigráfico mediante foraminíferos, han permitido realizar una reinterpretación sedimentaria de las unidades de margas y areniscas miocenas del sector nororiental de la Cuenca del Guadalquivir. El relleno sedimentario ha sido dividido en cuatro unidades litoestratigráficas (I-IV), todas ellas depositadas durante el Tortoniense, entre 10 y 7.89 Ma, aproximadamente. La Unidad I (Tortoniense antiguo no basal) está fomada por arenas y calizas de algas, y es interpretada como una unidad transgresiva y expansiva sobre el basamento que evoluciona desde ambientes marinos someros a rampa de carbonatos tipo rhodalgal. La Unidad II (Tortoniense inferior, biozona MMi11: entre 10 y 9.54 Ma) está caracterizada por una alternancia rítmica de margas arcillosas y silíceas, depositadas en ambientes pelágicos y profundos de aguas frías-eutróficas, si bien con repetidos cambios en la estratificación y distribución de nutrientes en la columna de agua. Esta unidad registra una importante somerización en su parte superior, dando paso gradual a la Unidad III. La Unidad III (Tortoniense inferior, biozonaMMi11: desde 9.54 Ma) está dominada por areniscas, aunque lateralmente aparecen brechas intraformacionales con estratos contorsionados. Está nutrida por deltas desde la costa y se interpreta como el depósito de bancos arenosos movilizados por la acción de corrientes mareales y el oleaje de tormentas en rampas. La Unidad IV (Tortoniense superior, biozona MMi12: desde 8.35 Ma) está representada por margas pelágicas similares a las de la Unidad II, de la que difiere por la presencia de intercalaciones arenosas genéticamente relacionadas con procesos mareales y de tormentas.

Discontinuity spacing analysis in rock masses using 3D point clouds

The complete characterization of rock masses implies the acquisition of information of both, the materials which compose the rock mass and the discontinuities which divide the outcrop. Recent advances in the use of remote sensing techniques – such as Light Detection and Ranging (LiDAR) – allow the accurate and dense acquisition of 3D information that can be used for the characterization of discontinuities. This work presents a novel methodology which allows the calculation of the normal spacing of persistent and non-persistent discontinuity sets using 3D point cloud datasets considering the three dimensional relationships between clusters. This approach requires that the 3D dataset has been previously classified. This implies that discontinuity sets are previously extracted, every single point is labeled with its corresponding discontinuity set and every exposed planar surface is analytically calculated. Then, for each discontinuity set the method calculates the normal spacing between an exposed plane and its nearest one considering 3D space relationship. This link between planes is obtained calculating for every point its nearest point member of the same discontinuity set, which provides its nearest plane. This allows calculating the normal spacing for every plane. Finally, the normal spacing is calculated as the mean value of all the normal spacings for each discontinuity set. The methodology is validated through three cases of study using synthetic data and 3D laser scanning datasets. The first case illustrates the fundamentals and the performance of the proposed methodology. The second and the third cases of study correspond to two rock slopes for which datasets were acquired using a 3D laser scanner. The second case study has shown that results obtained from the traditional and the proposed approaches are reasonably similar. Nevertheless, a discrepancy between both approaches has been found when the exposed planes members of a discontinuity set were hard to identify and when the planes pairing was difficult to establish during the fieldwork campaign. The third case study also has evidenced that when the number of identified exposed planes is high, the calculated normal spacing using the proposed approach is minor than those using the traditional approach.

Proposal of a New Parameter for the Weathering Characterization of Carbonate Flysch-Like Rock Masses: The Potential Degradation Index (PDI)

The susceptibility of clay bearing rocks to weathering (erosion and/or differential degradation) is known to influence the stability of heterogeneous slopes. However, not all of these rocks show the same behaviour, as there are considerable differences in the speed and type of weathering observed. As such, it is very important to establish relationships between behaviour quantified in a laboratory environment with that observed in the field. The slake durability test is the laboratory test most commonly used to evaluate the relationship between slaking behaviour and rock durability. However, it has a number of disadvantages; it does not account for changes in shape and size in fragments retained in the 2 mm sieve, nor does its most commonly used index (Id2) accurately reflect weathering behaviour observed in the field. The main aim of this paper is to propose a simple methodology for characterizing the weathering behaviour of carbonate lithologies that outcrop in heterogeneous rock masses (such as Flysch slopes), for use by practitioners. To this end, the Potential Degradation Index (PDI) is proposed. This is calculated using the fragment size distribution curves taken from material retained in the drum after each cycle of the slake durability test. The number of slaking cycles has also been increased to five. Through laboratory testing of 117 samples of carbonate rocks, extracted from strata in selected slopes, 6 different rock types were established based on their slaking behaviour, and corresponding to the different weathering behaviours observed in the field.

Summary of the evolution of the fortifications of Santa Barbara Castle in Alicante from its origins to the beginning of the eighteenth century

Since ancient times, Alicante has been considered a strategic location on the east coast of Spain. Situated close to the sea, it is protected to the southeast by the Cape of Huerta and to the southwest by the Cape of Santa Pola. The city lies at the foot of Mount Benacantil, a high outcrop which has been the site of defensive buildings since time immemorial due to its naturally strong position: it was undoubtedly one of the strongest natural sites in the Levant. Its summit, lying 160 metres above the sea, is topped by a series of fortified enclosures now known as Santa Barbara Castle. This paper briefly describes the alterations made to the castle fortifications from its origins through the Renaissance, including the Muslim and Christian periods until the late fifteenth century and subsequent alterations to adapt new bastioned fortification techniques, and depicts the status of the fortress in each period. This paper is the result of doctoral research carried out at different national and international archives and leading to a thesis presented in 2011.