Slope stability is a key topic, not only for engineers but also for politicians, due to the considerable monetary and human losses that landslides can cause every year. In fact, it is estimated that landslides have caused thousands of deaths and economic losses amounting to tens of billions of euros per year around the world. The geological stability of slopes is affected by several factors, such as climate, earthquakes, lithology and rock structures, among others. Climate is one of the main factors, especially when large amounts of rainwater are absorbed in short periods of time. Taking this issue into account, we developed an innovative analytical model using the limit equilibrium method supported by a geographic information system (GIS). This model is especially useful for predicting the risk of landslides in scenarios of heavy unpredictable rainfall. The model, hereafter named terrain stability (or TS) is a 2-D model, is programed in MATLAB and includes a steady-state hydrological term. Many variables measured in the field – topography, precipitation and type of soil – can be added, changed or updated using simple input parameters. To validate the model, we applied it to a real example – that of a landslide which resulted in human and material losses (collapse of a building) at Hundidero, La Viñuela (Málaga), Spain, in February 2010.

The importance of preserving affected buildings and infrastructures to landslides is a critical problem in some areas. A system that is less invasive than traditional concrete diaphragm walls or piles is proposed in this work. The proposed system consists of the execution of a row of micropiles and anchors with a methodology of calculation based on the Spencer's limit equilibrium method. Micropiles, as a possible measure for rapid reinforcement of a slope, are always designed in groups. Slope stability analysis automatically employs the pore pressures calculated in groundwater analysis. After a landslide is reinforced, the stability coefficient of the landslide can be increased from 0.907 to 1.504 with the application of our developed model in the application example in Málaga, southern Spain. The results of the proposed model show that a row of micropiles and anchors can effectively enhance the landslide stability in emergency cases. The results and conclusions are helpful in providing a theoretical foundation to clarify the failure mechanism and provide a reference for the design of micropiles and anchors for landslide events.

There is growing concern about the possibility of a suicide bomber being immolated when the army forces or the law enforcement agencies discover the place where they prepare their material or simply find themselves inside a building. To study the possible effects that these improvised explosive devices (IEDs) would have on the structures, eight tests were carried out with various configurations of IEDs with vest bombs inside a reinforced concrete (including walls and roof) building constructed ad hoc for these tests. These vests were made with different explosives (black powder, ANFO, AN/AL, PG2). For the characterization of these tests, a high-speed camera and pressure and acceleration sensors were used. The structure behaved surprisingly well, as it withstood all the first seven detonations without apparent structural damage. In the last detonation, located on the ground and with a significant explosive charge, the structural integrity of the roof and some of the walls was compromised. The simulation of the building was carried out with the LS-DYNA software with a Lagrangian formulation for the walls, using the LBE (based on CONWEP) module for the application of the charge. Despite the difficulty of this simulation, the results obtained, in terms of applied pressures and measured accelerations, are acceptable with differences of about 20%.

Purpose: The purpose of this paper is to investigate the applicability of the LS-DYNA software using a Lagrangian formulation in the jet formation, flight and penetration of improvised explosively formed projectiles (EFPs). Numerical results dealing with different properties of the EFPs have been validated with a significant number of field tests. Design/methodology/approach: 2D and 3D Lagrangian models, using different material definition, are developed to reproduce the field-measured characteristics of copper- and steel-made EFPs: projectile size and velocity. After validation, the model has been extended to analyse the penetration features. Two different plasticity models have been used to describe the steel target, Plastic-Kinematic and Johnson–Cook. Findings: Despite the difficulty in characterizing a non-industrial artefact, the results show that both Lagrangian models (2D and 3D) are able to simulate the projectile size, velocity and penetration capability with errors less than 10 per cent when using the Johnson–Cook material model for both liner and target. Practical implications: These data can be used to test the penetration ability of improvised EFP’s against different targets, i.e. light armoured vehicles. Originality/value: There are no references that address the application of the Lagrangian simulation of non-industrial EFPs and its validation with field tests, including penetration assessment.

The paper proposes a novel methodology for the stabilization of shallow foundations, with a simplified model combined with 3D electrical resistivity tomography (ERT-3D and consolidation injections. To determine its usefulness, the method has been applied in a case located in Estepona (southern Spain). The chosen tomography model is the dipole–dipole configuration, with an optimized distance between electrodes of 0.80 m for a better visualization of the foundation subsoil; with this parameterization, a total of 72 electrodes were installed in the analyzed case. In this work, the depth of the anomaly in the building’s supporting subsoil was detected ranging from 2.00 m to 3.90 m deep. The study also delineates areas of high resistivity variations (50–1000 Ω m) in the middle and eastern end of the field. These data have been validated and corroborated with a field campaign. The results of the ERT-3D monitoring are presented, once the investment data has been processed with the RES3DINV software, from the beginning to the end of the stabilization intervention. The novelty occurs with the interaction between the tomography and the foundation consolidation injections, until the final stabilization. This is a very useful methodology in case of emergency consolidation, where there is a need to minimize damage to the building. Thus, people using this combined system will be able to practically solve the initial anomalies of the subsoil that caused the damages, in a non-invasive way, considerably lowering the value of the resistivities.

ResumenDentro de los artefactos explosivos improvisados se encuentran aquellos que generan proyectiles formados por explosión, penetradores de blindajes y sistemas acorazados, como los utilizados por grupos insurgentes contra las fuerzas aliadas en zona de operaciones. El objeto de este estudio es reproducir y entender el comportamiento de dichos artefactos explosivos improvisados capaces de generar proyectiles de alta velocidad y gran capacidad de penetración. La comprensión de su comportamiento permitirá mejorar el conocimiento sobre ellos, y por ende, combatirlos de forma más eficaz. Para ello se han realizado los ensayos correspondientes, obteniéndose las primeras caracterizaciones de proyectiles formados por explosión construidos de manera artesanal, tal y como haría un terrorista. Además, se han creado los modelos numéricos correspondientes a cada ensayo, que simulan todo el evento desde su inicio hasta el impacto en el objetivo, recorriendo todos los pasos intermedios. Se han ensayado 3 configuraciones y posteriormente se han simulado, usando el software de análisis por elementos finitos, LS-DYNA®, con una configuración 2D axisimétrica, con mallados lagrangianos. Los resultados obtenidos por el modelo han alcanzado un alto grado de precisión con relación a los datos experimentales. A partir de aquí se puede concluir que los artefactos explosivos improvisados-proyectiles formados por explosión son una seria amenaza, y que los modelos generados permitirán conocer y ahorrar costes en la lucha contra esta amenaza, y por ende contra el terrorismo, al disponer de un enfoque holístico de la amenaza, y finalmente reducir los costes de la experimentación.AbstractWithin the category of improvised explosive devices are those that form explosively formed projectiles which penetrate armor and armored systems, such as those used by insurgents against allied forces in operational areas. The purpose of this study is to reproduce and understand the behavior of these improvised explosive devices capable of generating high-velocity, high penetration projectiles. Understanding their behavior will allow for improved knowledge about them, and thus will allow us to more effectively combat them. Thus, the corresponding tests were carried out and the results were obtained from the first characterizations of explosively formed projectiles built using traditional methods, just as a terrorist would have built them. Along with this, numerical models were created for each test simulating the entire event from beginning to impact on the target, including all the intermediate steps. There were three configurations tested and simulated using the software of finite element analysis, LS-DYNA®, a 2-D asymmetric configuration with Lagrangian meshes. The results obtained by the model were compared with data obtained in the experimental tests, yielding a high precision between simulated and tested data. With the data obtained in this study it can be concluded that the improvised explosive devices -explosively formed projectiles is a serious threat. Generated models will allow us to know more about these weapons, to reduce costs in the fight against the threat of improvised explosive devices-explosively formed projectiles and therefore against terrorism with explosively formed projectiles, and to have a holistic approach to the threat and to reduce the cost of experimentation. Minimize the experimental expense