Inertial loading of soil reinforced by rigid inclusions associated to a flexible upper layer

Le renforcement des sols en zone sismique par des colonnes ballastées et/ou des inclusions rigides représente une alternative prometteuse et de plus en plus répandue par rapport aux solutions lourdes de fondations sur pieux. On sait que les pieux subissent, du fait de leur rigidité, des moments très importants au niveau de la liaison chevêtre-pieu. Les inclusions rigides surmontées d'un matelas granulaire permettent de mieux dissiper les efforts inertiels transmis par la superstructure, mais peuvent nécessiter des armatures si ce matelas n'est pas suffisamment épais. On peut penser que la colonne à module mixte (CMM) offre une solution combinant l'effet matelas à travers sa partie supérieure en colonne ballastée plus flexible et l'effet stabilisateur de la colonne inférieure. Cette thèse présente dans une première partie l'étude expérimentale réalisée au Laboratoire 3S-R (Grenoble) sur des modèles réduits à l'échelle 1/10 afin d'analyser la réponse de ces systèmes sous différentes charges statiques et dynamiques. Le modèle physique se compose d'une semelle carrée reposant directement sur l'argile renforcée. Le chargement vertical et horizontal, statique et dynamique est appliqué par l'intermédiaire de la fondation. Une instrumentation a été placée au niveau de la semelle pour obtenir la réponse globale du système, ainsi que dans la partie rigide inférieure du modèle pour évaluer la répartition des efforts entre inclusion et partie flexible supérieure. Une attention toute particulière a été donnée à la simulation de l'effet inertiel d'un séisme. Les profils de moments, d'efforts tranchants et de déplacements en fonction de la profondeur déterminés à partir de 20 extensomètres répartis régulièrement sur toute la hauteur de la partie rigide ont permis d'étudier l'influence de la hauteur de la colonne ou du matelas. La comparaison entre les déplacements dynamiques de la semelle et les courbes P-y (pression latérale P fonction du déplacement latéral y de la tête de pieu), permet de quantifier la dissipation de l'énergie dans les différentes parties du système. Les résultats expérimentaux montrent que la partie supérieure souple absorbe l'essentiel de l'énergie inertielle sismique. Une modélisation numérique 3D confirme les tendances observées expérimentalement et souligne l'importance du rôle de la zone de transition entre partie souple et partie rigide.Along with the increasing need of construction land, numerous soil reinforcement technologies are proposed in order to improve the soil mechanical properties on one hand and overall site response on the other hand. The presented study is carried out in the context of seismic soil reinforcement and its interaction with a shallow footing which undergoes inertial loading. The system is studied mainly through physical modelling when reduced scale models are constructed in order to simulate clay reinforcement, which is composed of a rigid lower part associated to a flexible upper part. The soft upper part offers shear and moment capacity and the rigid lower part gives bearing capacity. In order to design the reinforcement elements, the response of this combined system to different static and dynamic loads must be understood. This thesis presents results from a primarily experimental study performed in Laboratoire 3S-R (Grenoble). Two reduced (1/10) physical models consisting of a group of four rigid inclusions associated to an upper flexible part are studied in clay. Combined vertical and horizontal static and dynamic loading is applied with a shallow foundation model. A parametric study is done, varying the height of the flexible part of the models in order to define its effect on the settlements of the foundation and lateral performance of the rigid inclusion. A special emphasis was given to the study of the inertial effects of seismic type loading. For this purpose, one of the rigid inclusions was instrumented with 20 levels strain gauges measuring flexural strain, used to calculate the bending moment along the pile. This gives pile deflection (y) by double integration and soil reaction (P) by double derivation. P-y curves are thus obtained. The analysis of the dynamic deflection of the rigid inclusion compared to the movement of the foundation allowed an estimation of the energy dissipated. The results indicate that a large amount of the seismic energy is dissipated within the upper flexible part of the models. Even though the scaling laws are not strictly respected, the main objective of the physical modelling was to perform a qualitative study of the soil reinforcement, studying its behaviour under inertial loading and pointing out important mechanisms, which should be taken into account by the current practice.SAVOIE-SCD - Bib.électronique (730659901) / SudocGRENOBLE1/INP-Bib.électronique (384210012) / SudocGRENOBLE2/3-Bib.électronique (384219901) / SudocSudocFranceF

Cotton-Grass and Blueberry have Opposite Effect on Peat Characteristics and Nutrient Transformation in Peatland

Peatlands are large repositories of carbon (C). Sphagnum mosses play a key role in C sequestration, whereas the presence of vascular plants is generally thought to stimulate peat decomposition. Recent studies stress the importance of plant species for peat quality and soil microbial activity. Thus, learning about specific plant-microbe-soil relations and their potential feedbacks for C and nutrient cycling are important for a correct understanding of C sequestration in peatlands and its potential shift associated with vegetation change. We studied how the long-term presence of blueberry and cotton-grass, the main vascular dominants of spruce swamp forests, is reflected in the peat characteristics, soil microbial biomass and activities, and the possible implications of their spread for nutrient cycling and C storage in these systems. We showed that the potential effect of vascular plants on ecosystem functioning is species specific and need not necessarily result in increased organic matter decomposition. Although the presence of blueberry enhanced phosphorus availability, soil microbial biomass and the activities of C-acquiring enzymes, cotton-grass strongly depleted phosphorus and nitrogen from the peat. The harsh conditions and prevailing anoxia retarded the decomposition of cotton-grass litter and caused no significant enhancement in microbial biomass and exoenzymatic activity. Therefore, the spread of blueberry in peatlands may stimulate organic matter decomposition and negatively affect the C sequestration process, whereas the potential spread of cotton-grass would not likely change the functioning of peatlands as C sinks.Peer reviewe

Inertial loading of soil reinforced by rigid inclusions associated to a flexible layer

Le renforcement des sols en zone sismique par des colonnes ballastées et/ou des inclusions rigides représente une alternative prometteuse et de plus en plus répandue par rapport aux solutions lourdes de fondations sur pieux. On sait que les pieux subissent, du fait de leur rigidité, des moments très importants au niveau de la liaison chevêtre-pieu. Les inclusions rigides surmontées d'un matelas granulaire permettent de mieux dissiper les efforts inertiels transmis par la superstructure, mais peuvent nécessiter des armatures si ce matelas n'est pas suffisamment épais. On peut penser que la colonne à module mixte (CMM) offre une solution combinant l'effet « matelas » à travers sa partie supérieure en colonne ballastée plus flexible et l'effet stabilisateur de la colonne inférieure. Cette thèse présente dans une première partie l'étude expérimentale réalisée au Laboratoire 3S-R (Grenoble) sur des modèles réduits à l'échelle 1/10 afin d'analyser la réponse de ces systèmes sous différentes charges statiques et dynamiques. Le modèle physique se compose d'une semelle carrée reposant directement sur l'argile renforcée. Le chargement vertical et horizontal, statique et dynamique est appliqué par l'intermédiaire de la fondation. Une instrumentation a été placée au niveau de la semelle pour obtenir la réponse globale du système, ainsi que dans la partie rigide inférieure du modèle pour évaluer la répartition des efforts entre inclusion et partie flexible supérieure. Une attention toute particulière a été donnée à la simulation de l'effet inertiel d'un séisme. Les profils de moments, d'efforts tranchants et de déplacements en fonction de la profondeur déterminés à partir de 20 extensomètres répartis régulièrement sur toute la hauteur de la partie rigide ont permis d'étudier l'influence de la hauteur de la colonne ou du matelas. La comparaison entre les déplacements dynamiques de la semelle et les courbes P-y (pression latérale P fonction du déplacement latéral y de la tête de pieu), permet de quantifier la dissipation de l'énergie dans les différentes parties du système. Les résultats expérimentaux montrent que la partie supérieure souple absorbe l'essentiel de l'énergie inertielle sismique. Une modélisation numérique 3D confirme les tendances observées expérimentalement et souligne l'importance du rôle de la zone de transition entre partie souple et partie rigide.Along with the increasing need of construction land, numerous soil reinforcement technologies are proposed in order to improve the soil mechanical properties on one hand and overall site response on the other hand. The presented study is carried out in the context of seismic soil reinforcement and its interaction with a shallow footing which undergoes inertial loading. The system is studied mainly through physical modelling when reduced scale models are constructed in order to simulate clay reinforcement, which is composed of a rigid lower part associated to a flexible upper part. The soft upper part offers shear and moment capacity and the rigid lower part gives bearing capacity. In order to design the reinforcement elements, the response of this combined system to different static and dynamic loads must be understood. This thesis presents results from a primarily experimental study performed in Laboratoire 3S-R (Grenoble). Two reduced (1/10) physical models consisting of a group of four rigid inclusions associated to an upper flexible part are studied in clay. Combined vertical and horizontal static and dynamic loading is applied with a shallow foundation model. A parametric study is done, varying the height of the flexible part of the models in order to define its effect on the settlements of the foundation and lateral performance of the rigid inclusion. A special emphasis was given to the study of the inertial effects of seismic type loading. For this purpose, one of the rigid inclusions was instrumented with 20 levels strain gauges measuring flexural strain, used to calculate the bending moment along the pile. This gives pile deflection (y) by double integration and soil reaction (P) by double derivation. P-y curves are thus obtained. The analysis of the dynamic deflection of the rigid inclusion compared to the movement of the foundation allowed an estimation of the energy dissipated. The results indicate that a large amount of the seismic energy is dissipated within the upper flexible part of the models. Even though the scaling laws are not strictly respected, the main objective of the physical modelling was to perform a qualitative study of the soil reinforcement, studying its behaviour under inertial loading and pointing out important mechanisms, which should be taken into account by the current practice

Inertial loading of soil reinforced by rigid inclusions associated to a flexible upper layer

Along with the increasing need of construction land, numerous soil reinforcement technologies are proposed in order to improve the soil mechanical properties on one hand and overall site response on the other hand. The presented study is carried out in the context of seismic soil reinforcement and its interaction with a shallow footing which undergoes inertial loading. The system is studied mainly through physical modelling when reduced scale models are constructed in order to simulate clay reinforcement, which is composed of a rigid lower part associated to a flexible upper part. The soft upper part offers shear and moment capacity and the rigid lower part gives bearing capacity. In order to design the reinforcement elements, the response of this combined system to different static and dynamic loads must be understood. This thesis presents results from a primarily experimental study performed in Laboratoire 3S-R (Grenoble). Two reduced (1/10) physical models consisting of a group of four rigid inclusions associated to an upper flexible part are studied in clay. Combined vertical and horizontal static and dynamic loading is applied with a shallow foundation model. A parametric study is done, varying the height of the flexible part of the models in order to define its effect on the settlements of the foundation and lateral performance of the rigid inclusion. A special emphasis was given to the study of the inertial effects of seismic type loading. For this purpose, one of the rigid inclusions was instrumented with 20 levels strain gauges measuring flexural strain, used to calculate the bending moment along the pile. This gives pile deflection (y) by double integration and soil reaction (P) by double derivation. P-y curves are thus obtained. The analysis of the dynamic deflection of the rigid inclusion compared to the movement of the foundation allowed an estimation of the energy dissipated. The results indicate that a large amount of the seismic energy is dissipated within the upper flexible part of the models. Even though the scaling laws are not strictly respected, the main objective of the physical modelling was to perform a qualitative study of the soil reinforcement, studying its behaviour under inertial loading and pointing out important mechanisms, which should be taken into account by the current practice.Le renforcement des sols en zone sismique par des colonnes ballastées et/ou des inclusions rigides représente une alternative prometteuse et de plus en plus répandue par rapport aux solutions lourdes de fondations sur pieux. On sait que les pieux subissent, du fait de leur rigidité, des moments très importants au niveau de la liaison chevêtre-pieu. Les inclusions rigides surmontées d'un matelas granulaire permettent de mieux dissiper les efforts inertiels transmis par la superstructure, mais peuvent nécessiter des armatures si ce matelas n'est pas suffisamment épais. On peut penser que la colonne à module mixte (CMM) offre une solution combinant l'effet « matelas » à travers sa partie supérieure en colonne ballastée plus flexible et l'effet stabilisateur de la colonne inférieure. Cette thèse présente dans une première partie l'étude expérimentale réalisée au Laboratoire 3S-R (Grenoble) sur des modèles réduits à l'échelle 1/10 afin d'analyser la réponse de ces systèmes sous différentes charges statiques et dynamiques. Le modèle physique se compose d'une semelle carrée reposant directement sur l'argile renforcée. Le chargement vertical et horizontal, statique et dynamique est appliqué par l'intermédiaire de la fondation. Une instrumentation a été placée au niveau de la semelle pour obtenir la réponse globale du système, ainsi que dans la partie rigide inférieure du modèle pour évaluer la répartition des efforts entre inclusion et partie flexible supérieure. Une attention toute particulière a été donnée à la simulation de l'effet inertiel d'un séisme. Les profils de moments, d'efforts tranchants et de déplacements en fonction de la profondeur déterminés à partir de 20 extensomètres répartis régulièrement sur toute la hauteur de la partie rigide ont permis d'étudier l'influence de la hauteur de la colonne ou du matelas. La comparaison entre les déplacements dynamiques de la semelle et les courbes P-y (pression latérale P fonction du déplacement latéral y de la tête de pieu), permet de quantifier la dissipation de l'énergie dans les différentes parties du système. Les résultats expérimentaux montrent que la partie supérieure souple absorbe l'essentiel de l'énergie inertielle sismique. Une modélisation numérique 3D confirme les tendances observées expérimentalement et souligne l'importance du rôle de la zone de transition entre partie souple et partie rigide

Quantifying microbial metabolism in soils using calorespirometry - A bioenergetics perspective

Microbial carbon use efficiency (CUE) measures the partitioning between anabolic and catabolic processes. While most work on CUE has been based on carbon (C) mass flows, the roles of organic C energy contents and microbial energy demand on CUE have been rarely considered. Thus, a bioenergetics perspective could provide new insights on how microorganisms utilize C and ultimately allow evaluating their role in C stabilization in soils. Recently, the calorespirometric ratio (CR)-the ratio of heat dissipation and respiration-has been used to characterize the efficiency of microbial growth in soils. Here, we formulate a coupled mass and energy balance model for microbial growth and provide a generalized relationship between CUE and CR. In the model, we consider two types of organic C in soils: an added substrate (e.g., glucose) and the native soil organic matter (SOM), to also account for priming effects. Furthermore, we consider both aerobic and fermentation metabolic pathways. We use this model as a framework to generalize previous formulations and generate hypotheses on the expected variations in CR as a function of substrate quality, metabolic pathways, and microbial traits (specifically CUE). In turn, the same equations can be used to estimate CUE from measured CR.Our results confirm previous findings on CR and show that without microbial growth, CR depends only on the rates of the different metabolic pathways, while CR is also a function of the growth yields for these metabolic pathways when microbial growth occurs. Under strictly aerobic conditions, CUE increases with increasing CR for substrates with a higher degree of reduction than that of the microbial biomass, while CUE decreases with increasing CR for substrates with a lower degree of reduction than the microbial biomass. When aerobic reactions and fermentation occur simultaneously, the relation between CUE and CR is mediated by (i) the degree of reduction of the substrates, (ii) the rates and growth yields of all metabolic pathways, and (iii) the contribution of SOM priming to microbial growth. Using the proposed framework, calorespirometry can be used to evaluate CUE and the role of different metabolic pathways in soil systems

The effect of forest tree species change on decomposer diversity :A case study of the Breuil research site (Burgundy, France)

Résumé : La diversité microbienne et sa relation à l'activité de décomposition ont été étudiées dans des sols forestiers. La méthode moléculaire de TGGE (électrophorèse sur gel à gradient de température) a été optimisée et utilisée pour établir des diagrammes des communautés fongiques et aussi bactériennes pendant la décomposition de divers matériaux (cellulose, bois, litière) en forêt native et dans quatre monocultures. La diversité a été comparée aux mesures de vitesse de décomposition des échantillons ainsi qu'à l' activité cellulolytique, la biomasse fongique et le C/N. L'effet de variables environnementales (propriétés chimiques, humidité et température) ont aussi été étudiées. La substitution d'espèces cause des changements de composition des communautés fongiques ou bactériennes. Les communautés changent aussi durant la période de décomposition. Pourtant, aucune diminution de la richesse en espèces n'est observée pour les substrats ou essences étudiés. Les différences de vitesse de décomposition ne sont pas liées à la disparition d' espèces ou à des changements de communautés, mais plutôt au changement de conditions microclimatiques et nutritionnelles, ayant des conséquences sur les interactions biotiques et/ou sur l'activité des espèces. Les litieres mixtes feuillus-résineux augmentent la diversité fongique ainsi que la vitesse de décomposition. Pendant l'été, la richesse des espèces diminue et les espèces communes sont remplacées par des espèces moins fréquentes, capables de tolérer des conditions sèches et restant très actives.Microbial diversity and its relation to decomposition activity were studied in forest soils. An optimized fingerprinting method of TGGE (temperature gradient gel electrophoresis) was used to determine the patterns mainly of fungal but also of bacterial communities during decomposition of different substrates (cellulose, wood, tree litters) in a native forest and four monocultures . The diversity data were compared to measurements of decomposition rate in the samples (plus cellulase activity, fungal biomass and C/N ). Further, effect of environmental variables (soil chemistry, moisture and temperature) to diversity was also targeted. Substitution of tree species caused changes in the composition of fungal and bacterial communities. Similarly, the communities were changing during the incubation period. However, any significant decrease of species richness was detected for any substrate or tree species. The differences in the decomposition rate did not seem to be influenced by a species loss or community change, but rather by a change in the microclimatic and nutrient conditions, influencing biotic interactions and/or species activity. Leaf-needle mixed litters sustained fungal diversity and increased the decomposition rate. During summer, species richness tended to decrease and common species were replaced by infrequent ones, able to tolerate dry conditions and to be very active.NANCY1-Bib. numérique (543959902) / SudocSudocFranceF

Nitrogen, organic carbon and sulfur cycling in terrestrial ecosystems: linking nitrogen saturation to carbon limitation of soil microbial processes

Elevated and chronic nitrogen (N) deposition to N-limited terrestrial ecosystems can lead to ‘N saturation’, with resultant ecosystem damage and leaching of nitrate (NO3 −) to surface waters. Present-day N deposition, however, is often a poor predictor of NO3 − leaching, and the pathway of the ecosystem transition from N-limited to N-saturated remains incompletely understood. The dynamics of N cycling are intimately linked to the associated carbon (C) and sulphur (S) cycles. We hypothesize that N saturation is associated with shifts in the microbial community, manifest by a decrease in the fungi-to-bacteria ratio and a transition from N to C limitation. Three mechanisms could lead to lower amount of bioavailable dissolved organic C (DOC) for the microbial community and to C limitation of N-rich systems: (1) Increased abundance of N for plant uptake, causing lower C allocation to plant roots; (2) chemical suppression of DOC solubility by soil acidification; and (3) enhanced mineralisation of DOC due to increased abundance of electron acceptors in the form of TeX and NO3 − in anoxic soil micro-sites. Here we consider each of these mechanisms, the extent to which their hypothesised impacts are consistent with observations from intensively-monitored sites, and the potential to improve biogeochemical models by incorporating mechanistic links to the C and S cycles

Reviews and syntheses : Carbon use efficiency from organisms to ecosystems - definitions, theories, and empirical evidence

The cycling of carbon (C) between the Earth surface and the atmosphere is controlled by biological and abiotic processes that regulate C storage in biogeochemical compartments and release to the atmosphere. This partitioning is quantified using various forms of C-use efficiency (CUE) - the ratio of C remaining in a system to C entering that system. Biological CUE is the fraction of C taken up allocated to biosynthesis. In soils and sediments, C storage depends also on abiotic processes, so the term C-storage efficiency (CSE) can be used. Here we first review and reconcile CUE and CSE definitions proposed for autotrophic and heterotrophic organisms and communities, food webs, whole ecosystems and watersheds, and soils and sediments using a common mathematical framework. Second, we identify general CUE patterns; for example, the actual CUE increases with improving growth conditions, and apparent CUE decreases with increasing turnover. We then synthesize > 5000CUE estimates showing that CUE decreases with increasing biological and ecological organization - from uni-cellular to multicellular organisms and from individuals to ecosystems. We conclude that CUE is an emergent property of coupled biological-abiotic systems, and it should be regarded as a flexible and scale-dependent index of the capacity of a given system to effectively retain C