Sols, Solides, Structures, Risques

In this contribution, the mechanical behaviour of an unfilled silicone rubber was analysed. Firstly, tensile and pure shear tests were carried out on silicone plates. During the tests, full-field measurements of the strain on the surface of deformed samples were obtained using a Digital Image Correlation technique. Results show that Mullins effects, hysteresis as well as strain rate sensitivity can be considered as negligible. Consequently, three hyperelastic models were fitted with the experimental data (Mooney, Gent and Haines & Wilson models). Secondly, a plate silicone sample containing holes was deformed in tension. In parallel, Finite Element simulation of this experiment was performed with the fitted hyperelastic models. The comparison of experimental and numerical results emphasizes the importance of the choice of the hyperelastic modelling in the simulation of strain fields. For example, this could be fundamental for crack tip analysis.

There are no clearly defined family profiles with an overall view of the predictors of early childhood caries (ECCs). The aim of our study was to identify the profiles of families that are particularly affected by ECCs. We also examined the factors that can be acted on to promote oral health. In this single-centre cross-sectional study, the researchers examined the mouths of 300 children with caries and recorded the Decayed, Missing and Filled Teeth Index (dmft). These observations were supplemented by a questionnaire completed by the families, focusing in particular on their sociodemographic characteristics (e.g. age, parents' professions and jobs, social assistance and family composition). This work was conducted at Lille University Hospital between 2019 and 2024. The participants included 300 caregiver-child dyads with children under the age of 6 years. Childhood Caries Index (dmft) and family characteristics associated with ECCs. A multiple correspondence analysis was used, followed by a hierarchical clustering on principal components analysis, to identify the family profiles associated with ECC risk. Of the patients included in the study, 42% were girls, 58% were boys and their mean age was 4 years (±1.1 years). The mean dfmt index was 8.7 (±4.6); 77% of the participants had lesions on the smooth surfaces of the teeth, and 80% of the participants had a severe stage of caries disease. The analysis revealed three high-risk profiles based on the characteristics of the child's mother and the family sibling composition. The first profile was larger families where the focal child was not the eldest. The second profile was families with foreign-born mothers and a low socioeconomic level. The third profile was families with mothers facing geographical and financial difficulties in accessing healthcare. This study enabled us to identify the profiles of families at risk of caries. These at-risk profiles highlight the need to implement specific interventions acting at different levels and focused on oral health education in interprofessional practice during the key period of the first 1000 days of life. These factors could help to bridge the gap between oral health and general health, improve children's oral health and reduce social health inequalities. This human study has been ethically approved by the French Committee for the Protection of Individuals (N° 2019-A00827-50). The protocol is recorded on clinicaltrials.gov, with ID: NCT04195607.

Abstract The lifespan of a reinforced concrete (RC) structure can be greatly influenced by the spatial variability of its material characteristics which, in particular, explains the observed or measured reduction of the tensile strength at first crack when the volume under tension increases. This paper discusses the ability of accounting for the spatial variability of the tensile strength of concrete in RC structures using a stochastic finite element (SFE) method based on random field simulations. In this work, the generation of random fields on the concrete tensile strength aims at computing the force corresponding to the first crack occurrence, and the reduced tensile strength of the structure. The method can be applied in particular to large‐sized structures, which show a pronounced size effect, for different types of loading. The method consists of, first, estimating the mean of the random field, using the analytical approach of the weakest link and localization method (WL ). Then, the discretized random field is defined on a particular 2D or 3D grid, and it is finally projected on the finite element mesh of the studied structure. The study of the parameters that influence the prediction of the cumulative density functions (CDFs) of the rupture force or the tensile strength is highlighted using experimental series of concrete beams having different volumes and subjected to 4‐point bending loading. Moreover, the SFE method is applied to a RC tie‐beam under tensile loading, characterized by a weak stress gradient, which complicates the prediction of crack positions.

The importance of physico-chemical processes at the particle scale for the engineering scale behaviour of fine-grained geomaterials is undisputed. Yet, despite great advances in the discipline, experimental evidence that fully resolves the clay micromechanics i.e. linking the evolving microstructure and interparticle actions under loading, is lacking. This paper will discuss the challenges ahead in quantifying the evolving kinematics and interparticle interactions of fine-grained geomaterials. As such, the current limitations, and the potential opportunities of experimental methodologies for manipulating, monitoring and (post-mortem) analysing fine-grained materials at the particle scale will be discussed. In addition to the need of integrating multiple experimental techniques that span several length scales and modalities, the critical role of advanced data reduction and analysis is highlighted, as required for a measurement as opposed to qualitative observation. Throughout the paper, the link between experimental clay micromechanics and modelling will be discussed.

Cette étude présente une méthode pénétrométrique novatrice utilisant un pénétromètre statique (CPT) équipé d’une pointe mécanique. L’objectif est d’évaluer les propriétés du sol, la sensibilité à la liquéfaction, en donnant la possibilité de réaliser les essais dans des conditions difficiles d’accès. Contrairement aux pénétromètres statiques traditionnels, cette méthode se concentre sur la résistance de pointe et utilise un chargement contrôlé en force ou en déplacement depuis la surface. Les essais expérimentaux ont été effectués avec un pénétromètre spécialement développé par le Groupe Equaterre, dans une chambre de calibration. Le massif de sable fin était soumis à une contrainte de confinement contrôlée. De plus, un modèle numérique basé sur la méthode des éléments discrets a été utilisé pour analyser les résultats. Les avantages de cette méthode péétrométrique incluent la possibilité d’évaluer la résistance de pointe, la rigidité du sol, et la détection in situ de la sensibilité à la liquéfaction, évitant ainsi les difficultés liées à l’échantillonnage dans les zones de faible cohésion et de faible compacité. En résumé, cette étude explore les possibilités offertes par cette méthode pénétrométrique innovante, tant sur le plan expérimental que numérique, en fournissant des informations précieuses sur les propriétés du sol et la susceptibilité à la liquéfaction.

In cold climate or alpine regions, freezing temperatures and snow can result into road icing, with consequent threat of the circulation security (Figure 1(a)). When the road surface temperature goes below zero, not only the road surface ices, but also the soil below the pavement can undergo freezing. The phenomenon of soil freezing is complex due to the multi-phase and porous nature of the soil itself. Generally speaking, as ice expands in the soil pores, the soil volume increases (of about 9%, depending on the soil porosity and water saturation). This can induce frost heaving, with consequent damage of the road pavement. In this framework, the possibility to use geothermal energy systems embedded in tunnel linings for road pavement de-icing has rarely been investigated. In such systems, the concrete tunnel lining is equipped with a circuit of pipes, in which a heat carrier fluid circulates and exchanges heat with the ground. As the rock or soil around the tunnel is generally hotter than the external air temperature, heat is extracted from the rock or soil to the fluid, transported through the pipes circuit outside the tunnel, and used to de-ice the pavement road.
 The objective of this study is to go a step forward in the investigation of this innovative application, for both road de-icing and prevention of frost heave. A portion of a geothermally activated tunnel and its connection to a road pipe circuit was simulated numerically (Figure 1 (b)). Appropriate climatic conditions were considered as boundary conditions at the surface level and inside the tunnel, according to available data. The efficiency of the technology was investigated under different climatic and exploitation scenarios. Figure 1 (c) shows as an example the thermal field obtained after the activation of the geothermal plant. The evolution of temperature on the road pavement surface and at the road pipes depth (30 cm from the road pavement surface) are presented on Figure 2 (a), together with the evolution of the external air and tunnel temperature, imposed as boundary conditions according to the monitored climatic conditions in the city of Oslo [1].
 The geothermal system was activated after two years of simulation, by changing the fluid pipes velocity from 0 (non active system) to 0.9 m/s (purple curve on the right axis on Figure 2 (a)). The results show that the road temperature increases thanks to the activation of the system (i.e. when the fluid pipes velocity is imposed to 0.9 m/s).
 Furthermore, a recently developed thermo-hydro-mechanical constitutive model for frozen soils [2] was used to quantify the soil heave due to freezing, with and without the activation of the geothermal system. For this purpose, a similar numerical model has been developped where a column of saturated soil below the road and the tunnel were modelled. The phreatic water table is at the ground surface level and gravity as well as the geostatic stress conditions are considered. The soil is a clay with a low hydraulic conductivity of Kw=4.1×10-10 m/s and a thermal conductivity of Γ=2.35 W/m/K. The other soil properties are: soil stiffness E=100 MPa, Poisson’s ratio ν=0.3, porosity n=0.25, solid grain thermal volumetric expansion coefficient αs=3.4×10-4 K-1. The same soil surface climatic conditions used in the first part were applied. The temperature evolution obtained in the road from the previously mentioned analyses (Figure 2 (a)) was imposed to reproduce the effect of the geothermal activation on the road behaviour. Furthermore, the soil surface is free of stress to study the soil swelling and settlement. The bottom limit of the soil column is hydraulically drained and allows heat flux (at constant liquid pressure and temperature). The lateral far field boundaries are thermally adiabatic, hydraulically impervious, and with oedometric conditions. The results were firstly compared with the case without geothermal activation to quantify the effects in terms of road heave and settlement (Figure 2 (b)). Swelling and settlement are due to thermal expansion and compression of the soil under positive temperature (T>0°C) and to frost heave and thaw settlement under negative temperature (T<0°C). The liquid pressure at the road surface is also depicted (Figure 2 (b)). These results and comparisions allowed understanding the performance of the technology in reducing road mechanical damage induced by freezing.