Scipedia
Not a member yet
33380 research outputs found
Sort by
Identification of random field for ground stiffness by data assimilation based on surface wave method and sounding tests
Get PDFThe surface wave method (SWM) and the screw weight sounding (SWS) are employed as a geophysical exploration method and a sounding test, respectively to identify the spatial distribution of the stiffness of an earth-fill dam in the present study. The ensemble Kalman filter (EnKF) is used as a data assimilation technique. It can estimate the spatial distribution of the Young’s modulus as the stiffness of an earth-fill dam by assimilating the travel time to the first arrival of the surface waves. By the ensemble data assimilation, the measured data from the SWM is applied to simultaneously estimate the Young's modulus and evaluate the uncertainties. The SWS results are employed as the prior information to generate the initial ensemble through the sequential Gaussian simulation (sGs). Proposed method has been applied to the actual data of the SWM and the SWS measured at an earth-fill dam site. Consequently, it has been clarified the proposed approach could identify the appropriate random field of Young's modulus
Numerical study of viscous effects during CPTu
Get PDFVariable penetration rates during CPTu may impact cone readings through partial consolidation during penetration but also through viscous soil skeleton behaviour. The latter phenomenon is characteristic of dynamic penetrometers during fast penetration in fine-grained materials where tip resistance increases when the penetration rate increases. In this work, the effect of viscosity on piezocone penetration is investigated based on the numerical simulation of CPTu and triaxial tests using the application G-PFEM and a viscoplastic version of the Clay and Sand Model (CASM). The study highlights that the CPTu results are sensitive to the material parameters controlling viscosity, thus requiring careful calibration in order to obtain realistic CPTu simulations
Geotechnical characterization using geophysical tests in areas of high geological complexity and landslides for horizontal directional drilling design
Get PDFIn August 2021, landslides occurred on the slope of the Cortinas sector over an area of more than three kilometers, which affected electrical towers, a national vehicle highway, an oil pipeline and a gas pipeline. Currently, these infrastructures have limitations in their operation, generating significant economic losses and therefore, in the case of the gas pipeline, the construction of a HDD of two thousand meters in length at depths of up to one hundred meters is proposed, with the purpose of being able to bypass the zones unstable and restore transportation to normal conditions. The design and construction of said work constitutes a challenge, since the project area has very special geological conditions, since the hillside deposits are very susceptible to failure and there is apparently a stress tensor of an active fault that directly affects the stability of the area. The projected HDD crosses a ravine and a slope with steep topography with difficult access, as well as different layers of sedimentary rock with intercalations, which are folded and highly fractured and saturated with water. These special conditions generated difficulties and opposed the completion of several attempts by other HDDs, but taking into account that this alternative constitutes basically the only solution from a technical point of view, it was necessary to carry out some borehole and multiple seismic geophysical tests and geoelectrical that would allow defining a detailed stratigraphic profile to be able to analyze the constructive feasibility and, in such case, the most appropriate method, as well as the geomechanically characterization of the rocks, since according to the numerical modeling they indicate that the stability of the drilling may be affected due to plasticization at its limits, with detachments of rock fragments and jamming of the tools necessary for its construction
A practical method to derive shear modulus from pressumereter tests in clay
Get PDFPressuremeter tests are an efficient tool to derive shear modulus of ground, and its decay with shear strain. Non-linear behaviour of ground during cavity expansion, and its consequence on shear modulus and stress with the distance to the pressuremeter cavity, have to be taken into account. For tests in fine soils, for which constant volume can be assumed during the test, retrofitting of unload-reload loops based on closed form solutions integrating the non-linear elastic behaviour can be implemented. In a first phase, this paper presents a practical straightforward method to derive shear modulus decay with shear strain based on the cylindric cavity expansion theory including non-linear elasticity under undrained conditions and hyperbolic ground behaviour. In a second phase, the method is applied step by step to a pressuremeter test in clay with unload-reload loops. Finally, on a third and last phase, this paper compares the previous results from to i) other interpretation methods integrating prior strains transformations, but also to ii) other investigation tests providing the initial shear modulus G0 associated with very small strain levels or the shear modulus decay with strain level
Combined Monitoring Remote Sensing Systems: Ground-Based SSR and Satellite-Based SAR
Get PDFA combined ground-based slope stability radar (SSR) and satellite-based (InSAR) monitoring system was trialled at a remote mine site in the Northern Hemisphere in order to investigate relative changes in displacement experienced by a mine waste storage facility. The relative changes in displacements along the InSAR line-of-sight (LoS) were compared to the relative changes in displacement provided by the ground-based SSR LoS. Although the two LoS are different, this study showed good agreement between the magnitude of relative displacements observed by both remote sensing technologies on the slope of the facility. Additionally, the study looked at the effectiveness of InSAR and SSR on capturing relatively shallow operational works undertaken on the tailings storage facility slope. Results showed that SSR is able to provide near real-time information about progressive trends in displacements and alert mine site personnel of potential areas that might need attention. InSAR could detect anomalies in surface deformations during the period when SSR did, but the radar signal was sufficiently low to not unequivocally attribute these responses to real surface deformation
Exploration for Wave Propagation Around Ground Loosening Using Discrete Element Method
Get PDFGround loosening and subsurface cavities potentially cause ground cave-ins, even if they are deep in the ground. Loosened soil and cavities, for example, formed by shield tunnel excavation or breakage of underground pipes occur frequently. Recently, ground-penetrating radar method has been utilized to detect subsurface cavities, and studies such as dynamic wave surveys have been considered. However, these methods assume that cavities several meters deep can be detected by surface-based surveys, and do not target loosened soil directly above a deep tunnel. This contribution is a fundamental study aimed at detecting loosening depth in the ground, with the goal of measuring dynamic waves from the inside of a tunnel. To understand wave propagation and particle-scale response around loosened sandy soil, this study adopts the discrete element method (DEM) using cohesionless spherical particles. A series of DEM simulations are performed to understand how dynamic waves propagate or reflect around loosened sandy soil in comparison with dense ground without loosening
Construction of the W2Power real-scale demonstrator
Get PDFDeliverable 6.4 is a full scale demonstrator made up of 2 main connection part of a floating windturbine platform. The parts will be made of GRP with an estimated height of 9.2m.
This demonstrator should be built by month 30
Final open-door industrial day
Get PDFThe final open-door industrial day forms the final milestone of the project (MS 20) and thus the project completion. The event will take place again at one of the partners sites.
During the meeting the project results are presented comprehensively. The prototypes should also be shown again. In terms of content, the following points are in the foreground: Results of life cycle assessment and waste management, global business plan, standardization recommendations, final conclusions. (D7.12
Analysis of fiber-reinforced thermoplastic composite/metal sheets for the automotive sector
No full textThe recent trend to replace Body-in-White components with carbon fibre laminates, known as “Body in Black”, has been taking hold in new vehicle designs. This is how various hybrids with a thermoplastic matrix are born, such as CAPET, which has titanium with carbon fibres in PEEK, CAPAAL, which has aluminium with carbon fibres and glass in PA 6, CATPUAL based on CAPAAL, with thermoplastic polyurethane matrix and aluminium sheets. This project includes the study and design of hybrid laminates that can replace a monolithic steel sheet. Analytical models based on the classical laminate theory and models based on the rule of mixtures were used to predict the mechanical behaviour of the material. The structural behaviour of a semi-product was analysed using finite element simulations. The results show that it is possible to obtain a weight reduction between 13% and 22% when using a hybrid laminate, but it is required to increase the thickness of the lamina up to 3 times compared to the metal. Subsequently, studies were carried out to measure the wetness of the surface and the adhesion resistance of a carbon fibre prepreg with PA6 matrix on aluminium. A life cycle analysis (LCA) of hybrid laminates designed to observe the environmental impact on energy consumption and carbon footprint was carried out. 
ENDURING PREPREGS THANKS TO THE USE OF DYNAMIC EPOXY RESINS
No full textThe use of CIDETEC's patented 3R technology allows the development of thermoset composites that are intrinsically Reprocessable, Recyclable and Repairable (3R). These materials are very interesting for sectors as diverse as energy, transport, and construction, as they maintain the high performance of conventional thermoset composites and can be processed using common manufacturing technologies. The use of prepregs is one of the methods used to manufacture thermoset composites, but it is a labour-intensive and cost-intensive process. In addition, the epoxy matrix of prepregs, which is partially cured (called B-phase) and sticky, requires them to be stored cold (refrigerated or frozen) and, once the due date has passed, they cannot be used to form a consolidated laminate because of their lack of adhesion. The dynamic character of the 3R epoxy resin described here makes it possible to manufacture what we have called "enduring prepregs", which are (semi-)cured, non-perishable prepregs, with the advantage that they can be stored at room temperature without losing their adhesion capacity. Moreover, it is possible to process them using techniques as diverse as AFP (automated fibre placing) or thermoforming to manufacture multilayer composite parts. This communication will present the latest advances and the objectives of several European projects funded under the H2020 (CARBO4POWER - GA.953192) and Horizon Europe (BIO-UPTAKE -GA. 101057049 and GENEX -GA. 101056822) frameworks, which are working on the development and optimisation of these "enduring prepregs" for different sectors