Le studio d’enregistrement comme lieu d’expérimentation, outil créatif et vecteur d’internationalisation : Stonetree Records et la paranda garifuna en Amérique centrale

La version intégrale de cette thèse est disponible uniquement pour consultation individuelle à la Bibliothèque de musique de l’Université de Montréal (www.bib.umontreal.ca/MU).

Queering the Cross-Cultural Imagination: (Trans)Subjectivity and Wilson Harris's The Palace of the Peacock

Ce mémoire comprend deux volets : une étude théorique et un texte de création littéraire. Dans un premier temps, il s’agir d’étudier le rôle du désir dans la démarche thématique et philosophique employée par l’écrivain Wilson Harris dans son roman The Palace of the Peacock. Ainsi démonterons-nous dans le premier chapitre que Harris se sert – de façon paradoxale – du désir empirique pour faire valoir les limites mêmes de celui-ci. Nous aborderons dans le deuxième chapitre le rapport problématique qu’entretient, chez Harris, la subjectivité féminine avec la subjectivité masculine. En particulier, nous examinerons la représentation de ce rapport sous la forme de métaphores ayant trait à l’environnement et à l’anatomie. Nous avancerons que le caractère problématique que revêt le rapport entre subjectivités féminine et masculine dans le roman est en quelque sorte nécessitée par l’écriture même de Harris. Dans le troisième chapitre, nous prendrons part aux débats sur la poétique qui animent la littérature contemporaine afin de situer notre propre élan vers la création littéraire. En même temps, nous entreprendrons une tentative de récupération de certains des concepts théoriques formulés par Harris, en lien avec notre propre poétique. S’ensuivra notre projet de création littéraire, intitulé HEROISM/EULOGIES, qui constitue le quatrième et dernier chapitre du mémoire. Ce texte, extrait d’un projet d’écriture créative plus vaste, trace les mouvements d’un certain nombre de sujets à travers une Amérique imaginée.

Transfusions de globules rouges aux soins intensifs pédiatriques : épidémiologie et déterminants

Les transfusions de globules rouges (GR) sont fréquentes aux soins intensifs pédiatriques (SIP). Cependant, il n’y a pas de donnée récente sur les pratiques transfusionnelles aux SIP. Les objectifs de notre étude étaient 1) de décrire les pratiques transfusionnelles aux SIP du CHU Sainte-Justine en y déterminant la fréquence des transfusions de GR et en caractérisant les déterminants de ces transfusions, 2) de comparer ces pratiques avec celles observées il y a dix ans, et 3) d’évaluer le degré d’adhérence à la recommandation principale d’une large étude randomisée contrôlée, l’étude TRIPICU, laquelle proposait une pratique précise chez les patients stabilisés. Nous avons réalisé une étude monocentrique prospective observationnelle d’une durée d’un an. L’information requise a été extraite des dossiers médicaux. Les déterminants des transfusions ont été recherchés quotidiennement jusqu’à la première transfusion pour les cas transfusés, ou jusqu’à la sortie des SIP pour les cas non transfusés. Les justifications des transfusions déclarées par les médecins traitants ont été compilées à l’aide d’un questionnaire. Il y a eu 913 admissions consécutives durant la période d’étude, dont 842 ont été retenues. Au moins une transfusion a été donnée à 144 patients (17.1%). Le taux moyen d’hémoglobine avant la première transfusion était de 77.3±27.2 g/L. Les déterminants d’un premier événement transfusionnel à l’analyse multivariée étaient le jeune âge (< 12 mois), la présence d’une cardiopathie congénitale, un nadir d’hémoglobine ≤ 70 g/L, la gravité de la maladie, et certaines dysfonctions d’organe. Les trois justifications de transfusions les plus fréquemment évoquées par les médecins étaient une hémoglobine basse, un transport en oxygène insuffisant et une instabilité hémodynamique. La recommandation principale de l’étude TRIPICU a été appliquée dans 96.4% des premiers événements transfusionnels. En conclusion, les transfusions de GR sont fréquentes aux SIP. Jeune âge, cardiopathie congénitale, hémoglobine basse, gravité de la maladie et certaines dysfonctions d’organes sont des déterminants significatifs de transfusions de GR aux SIP. La plupart des premiers événements transfusionnels furent prescrits en accord avec les récentes recommandations.

L’utilisation des corticostéroïdes et le retard de croissance linéaire chez les enfants atteints de la maladie de Crohn

La maladie de Crohn (MC) est une maladie chronique et récidivante du tractus gastro-intestinal. Dans la population pédiatrique, elle est très souvent accompagnée d'un retard de croissance (jusqu'à 88%). La MC se manifeste souvent autour de la puberté d’où l’importance du retard de croissance linéaire à ce stade crucial du développement de l’enfant. Une des questions essentielles est de savoir si le retard de croissance peut persister à l'âge adulte. La littérature est inconsistante sur ce point. En ce qui concerne les facteurs de risque potentiels, les corticostéroïdes (CS) qui sont la première ligne de traitement pour la majorité des patients, ont été largement impliqués. Bien qu'il existe des explications démontrant le mécanisme d’action des corticostéroïdes sur la croissance linéaire, les études cliniques impliquant l'utilisation CS soit à un retard de croissance temporaire ou permanent restent controverser et limiter. Nous avons examiné cette relation importante dans notre étude présente. Les principaux objectifs de l'étude sont les suivants: 1. D’évaluer la fréquence du retard de croissance chez le jeune atteint de la maladie de Crohn et qui a reçu des corticostéroïdes (CS) au cours de son traitement et 2. D’évaluer les facteurs de risque associés au retard de croissance temporaire ou permanent dans cette population. Méthodes : Afin d’atteindre nos objectifs, on a mené une étude de cohorte rétrospective. Cette cohorte comprend des patients qui ont été diagnostiqués de la MC (avant l’âge de 18 ans) à la clinique de gastroentérologie du Centre Hospitalier-Universitaire Sainte-Justine (CHUSJ) à Montréal. Ces patients ont tous reçus des CS en traitement initial(en excluant les rechutes). Les dossiers médicaux des patients ont été examinés de façon prospective afin de d’acquérir des informations sur : 1. La taille à chaque visite médicale; 2. La durée du traitement des CS; 3. L’administration de médication concomitante; 4. D’autres variables cliniques telles que l’âge au diagnostic, le sexe, la localisation et le comportement de la maladie. Pour ceux qui avaient atteints l’âge de 18 ans et qui ne fréquentaient plus la clinique, leur taille finale a été obtenue en les contactant par téléphone. Leurs parents ont aussi été contactés afin d’obtenir leur taille. On a converti nos résultats en scores de Z ou scores-Z ajustée pour l’âge et le sexe en utilisant la classification 2007 de l’Organisation Mondiale de la Santé(OMS). On a aussi calculé les tailles adultes cibles avec les données que nous avons récoltées. La raison de tout cela était de rendre nos résultats comparables aux études antérieures et renforcer ainsi la validité de nos trouvailles. Les enfants avec un score de Z<-1.64 (qui correspond au 5ème percentile) ont été considérés comme ayant un retard de croissance temporaire. Les scores-Z pour les tailles adultes finales ont été calculés en utilisant les mêmes normes de référence selon le sexe pour les personnes âgées de 17,9 ans. Un z-score <-1,64 a aussi été utilisé pour classer les individus avec un retard permanent. Ajouter à cela, ceux ayant une taille adulte finale <8,5cm de leur taille adulte cible (estimée à partir des hauteurs parentales) étaient considérés comme ayant un retard de croissance permanent. Des analyses de régression logistiques ont été faites pour examiner les facteurs associés à un retard de croissance temporaire et/ou permanent. Résultats : 221 patients ont été retenus. L’âge moyen de diagnostic était de 12.4 années et l’âge moyen de prise de CS était de 12.7 années. La répartition par sexe avait une légère prédominance masculine 54.3% contre 45.7% pour le sexe féminin. La majorité des patients étaient d’âge pubère (62.9%). On a surtout des patients avec une prédominance de maladie de type inflammatoire (89.1%) et localisé au niveau de l’iléo-colon (60.2%). Presque tous avaient pris une médication concomitante (88.7%) et n’avaient subi aucune chirurgie (95.9%). 19% des patients avaient un retard de croissance temporaire. L'analyse univariée a suggéré que le plus jeune âge au moment du diagnostic de la maladie et l'âge précoce à l'administration de stéroïdes étaient associés à un risque accru de retard de croissance temporaire. L’administration de CS à un jeune âge a été la seule variable (dans l’analyse multivariée) associée à un risque élevé de retard de croissance temporaire. En comparant à ceux ayant reçu des CS après l’âge de 14 ans (tertile 3), l’administration de CS à un âge précoce est fortement associé à un risque de retard de croissance (<11.6ans, OR: 6.9, 95% CI: 2.2-21.6, p-value: 0.001; 11.8ans-14ans, OR: 5.4, 95% CI: 1.7-17.1, p-value: 0.004). 8 (5.8%) sur 137 des sujets avaient une taille adulte finale <8,5cm de leur taille adulte cible. Dans l’analyse de régression linéaire multivariée, seul la variable de la taille adulte cible était associé à un changement de la taille adulte finale. Conclusion : Nos résultats suggèrent que la fréquence du retard de croissance permanent chez les enfants atteint de la MC est très faible. Un retard temporaire ou permanent de la croissance n’ont pas été associés à une augmentation de la quantité de CS administrée bien que l'administration de CS à un âge précoce soit associée à un retard de croissance temporaire.

Utilisation des formulaires de niveaux d’interventions médicales (NIM) en fin de vie chez les patients qui décèdent en milieu hospitalier au Québec

Ce mémoire porte sur l’utilisation des niveaux d’interventions médicales (NIM) en centre hospitalier (CH) au Québec. Les NIM sont des formulaires organisés sous forme d’échelle, qui ont été développés afin de faciliter la prise de décision en lien avec la réanimation, les traitements de maintien en vie et de prolongation de la vie, et les soins à offrir. L’objectif de ce mémoire est d’offrir un portrait de l’utilisation actuelle des NIM au Québec en CH afin d’émettre des recommandations pour les professionnels de la santé, les institutions et les décideurs politiques. Dans un premier temps, un article de recension des écrits est présenté afin de situer les concepts associés aux NIM avec les problèmes actuellement vécus, par exemple le grand nombre de patients qui décèdent en CH, les problèmes de communication entre les professionnels de la santé, les patients et leur famille, les difficultés liées à la prise de décision en fin de vie et les délais liés aux ordonnances de non-réanimation. Dans un deuxième temps, le second article présente les résultats de recherche. Afin d’établir le portrait de l’utilisation des NIM en CH, un audit de 299 dossiers de patients adultes, décédés dans trois CH a été entrepris. Le cadre éthique d’analyse des résultats est l’approche par principes. Bien que l’utilisation des NIM peut différer sur certains aspects selon l’hôpital, les NIM sont un système efficace pour promouvoir le respect de l’autonomie des patients, la bienfaisance et le caring, mais ceux-ci ne protègent pas contre les problèmes d’iniquité dans l’accès aux soins palliatifs. Afin de faciliter et promouvoir leur utilisation, il est recommandé de standardiser les échelles de NIM à travers la province et les institutions et d’émettre des lignes directrices d’utilisation claires. Également, une plus grande formation pour les professionnels de la santé et l’inclusion d’un membre de l’équipe interdisciplinaire permettraient aux professionnels d’être mieux outillés pour les discussions difficiles et pour la prise de décision, et encourageraient la pratique interdisciplinaire.

Preparation, Characterisation And Microwave Dielectric Properties Of Anbn-1o3n (N=5,6,8) Type Perovskite Compounds

The present study on the preparation , characterization and microwave dielectric properties of AnBn-1O3n (N=5,6,8) type perovskite compounds. The explored ceramics show dielectric constant between 11 and 54,quality factor in the range 2400 to 88900 GHz and Tf in the range -73 to +231ppm/0C.Most of the investigated cation deficient hexagonal perovskites show intermediate dielectric constant with high quality factors. This study gives a general introduction about material, scientific and technological aspects of DRs.Three important ,€r ,Q and Tf, used for the DR characterization are described. The relationship of the above parameters with the fundamental material characteristics is discussed. Different modes are excited when a DR is excited with suitable microwave spectrum of frequencies .A description of analytical determination of frequencies and construction of mode charts used for sample design and mode identification are also discussed. In this study several ceramics are developed for DR purposes, very little attention has been paid to grow the single crystals. It might be due to the fact that the difficulties and time involved in the growth of single crystals, big enough to function as microwave resonators make them expensive .However single crystals of these materials may have very high Q values. It is also possible that a better understanding of the dielectric properties in relation to the structure can be arrived using single crystals. Hence one of the future directions of dielectric resonator research should be to grow good quality single crystals of the above materials.

A Study on the Water Retention Characteristics of Soils and their Improvements

Soil moisture plays a cardinal role in sustaining eclological balance and agricultural development – virtually the very existence of life on earth. Because of the growing shortage of water resources, we have to use the available water most efficiently by proper management. Better utilization of rainfall or irrigation management depends largely on the water retention characteristics of the soil.Soil water retention is essential to life and it provides an ongoing supply of water to plants between periods of irrigation so as to allow their continued growth and survival.It is essential to maintain readily available water in the soil if crops are to sustain satisfactory growth. The plant growth may be retarded if the soil moisture is either deficient or excessive. The optimum moisture content is that moisture which leads to optimum growth of plant. When watering is done, the amount of water supplied should be such that the water content is equal to the field capacity that is the water remained in the saturated soil after gravitational drainage. Water will gradually be utilized consumptively by plants after the water application, and the soil moisture will start falling. When the water content in the soil reaches the value known as permanent wilting point (when the plant starts wilting) fresh dose of irrigation may be done so that water content is again raised to the field capacity of soil.Soil differ themselves in some or all the properties depending on the difference in the geotechnical and environmental factors. Soils serve as a reservoir of the nutrients and water required for crops.Study of soil and its water holding capacity is essential for the efficient utilization of irrigation water. Hence the identification of the geotechnical parameters which influence the water retention capacity, chemical properties which influence the nutrients and the method to improve these properties have vital importance in irrigation / agricultural engineering. An attempt in this direction has been made in this study by conducting the required tests on different types of soil samples collected from various locations in Trivandrum district Kerala, with and without admixtures like coir pith, coir pith compost and vermi compost. Evaluation of the results are presented and a design procedure has been proposed for a better irrigation scheduling and management.

Utilisation of Coir Geotextiles for Unpaved Roads and Embankments

The increasing tempo of construction activity the world over creates heavy pressure on existing land space. The quest for new and competent site often points to the needs for improving existing sites, which are otherwise deemed unsuitable for adopting conventional foundations. This is accomplished by ground improvement methods, which are employed to improve the quality of soil incompetent in their natural state. Among the construction activities, a well-connected road network is one of the basic infrastructure requirements, which play a vital role for the fast and comfortable movement of inter- regional traffic in countries like India.One of the innovative ground improvement techniques practised all over the world is the use of geosynthetics, which include geotextiles, geomembranes, geogrids, etc . They offer the advantages such as space saving, enviromnental sensitivity, material availability, technical superiority, higher cost savings, less construction time, etc . Because of its fundamental properties, such as tensile strength, filtering and water permeability, a geotextile inserted between the base material and sub grade can function as reinforcement, a filter medium, a separation layer and as a drainage medium. Though polymeric geotextiles are used in abundant quantities, the use of natural geotextiles (like coir, jute, etc.) has yet to get momentum. This is primarily due to the lack of research work on natural geotextilcs for ground improvement, particularly in the areas of un paved roads. Coir geotextiles are best suited for low cost applications because of its availability at low prices compared to its synthetic counterparts. The proper utilisation of coir geotextilcs in various applications demands large quantities of the product, which in turn can create a boom in the coir industry. The present study aims at exploring the possibilities of utilising coir geotextiles for unpaved roads and embankments.The properties of coir geotextiles used have been evaluated. The properties studied include mass per unit area, puncture resistance, tensile strength, secant modulus, etc . The interfacial friction between soils and three types of coir geotextiles used was also evaluated. It was found that though the parameters evaluated for coir geotextiles have low values compared to polymeric geotextiles, the former are sufficient for use in unpaved roads and embankments. The frictional characteristics of coir geotextile - soil interfaces are extremely good and satisfy the condition set by the International Geosynthetic Society for varied applications.The performance of coir geotextiles reinforced subgrade was studied by conducting California Bearing Ratio (CBR) tests. Studies were made with coir geotextiles placed at different levels and also in multiple layers. The results have shown that the coir geotextile enhances the subgrade strength. A regression analysis was perfonned and a mathematical model was developed to predict the CBR of the coir geotextile reinforced subgrade soil as a function of the soil properties, coir geotextile properties, and placement depth of reinforcement.The effects of coir geotextiles on bearing capacity were studied by perfonning plate load tests in a test tan1e This helped to understand the functioning of geotextile as reinforcement in unpaved roads and embankments. The perfonnance of different types of coir geotextiles with respect to the placement depth in dry and saturated conditions was studied. The results revealed that the bearing capacity of coir-reinforced soil is increasing irrespective of the type of coir geotextiles and saturation condition.The rut behaviour of unreinforced and coir reinforced unpaved road sections were compared by conducting model static load tests in a test tank and also under repetitive loads in a wheel track test facility. The results showed that coir geotextiles could fulfill the functions as reinforcement and as a separator, both under static and repetitive loads. The rut depth was very much reduced whik placing coir geotextiles in between sub grade and sub base.In order to study the use of Coir geotextiles in improving the settlement characteristics, two types of prefabricated COlf geotextile vertical drains were developed and their time - settlement behaviour were studied. Three different dispositions were tried. It was found that the coir geotextile drains were very effective in reducing consolidation time due to radial drainage. The circular drains in triangular disposition gave maximum beneficial effect.In long run, the degradation of coir geotextile is expected, which results in a soil - fibre matrix. Hence, studies pertaining to strength and compressibility characteristics of soil - coir fibre composites were conducted. Experiments were done using coir fibres having different aspect ratios and in different proportions. The results revealed that the strength of the soil was increased by 150% to 200% when mixed with 2% of fibre having approximately 12mm length, at all compaction conditions. Also, the coefficient of consolidation increased and compression index decreased with the addition of coir fibre.Typical design charts were prepared for the design of coir geotextile reinforced unpaved roads. Some illustrative examples are also given. The results demonstrated that a considerable saving in subase / base thickness can he achieved with the use of eoir geotextiles, which in turn, would save large quantities of natural aggregates.

Performance of Gabion Faced Reinforced Earth Retaining Walls

Gabion faced re.taining walls are essentially semi rigid structures that can generally accommodate large lateral and vertical movements without excessive structural distress. Because of this inherent feature, they offer technical and economical advantage over the conventional concrete gravity retaining walls. Although they can be constructed either as gravity type or reinforced soil type, this work mainly deals with gabion faced reinforced earth walls as they are more suitable to larger heights. The main focus of the present investigation was the development of a viable plane strain two dimensional non linear finite element analysis code which can predict the stress - strain behaviour of gabion faced retaining walls - both gravity type and reinforced soil type. The gabion facing, backfill soil, In - situ soil and foundation soil were modelled using 20 four noded isoparametric quadrilateral elements. The confinement provided by the gabion boxes was converted into an induced apparent cohesion as per the membrane correction theory proposed by Henkel and Gilbert (1952). The mesh reinforcement was modelled using 20 two noded linear truss elements. The interactions between the soil and the mesh reinforcement as well as the facing and backfill were modelled using 20 four noded zero thickness line interface elements (Desai et al., 1974) by incorporating the nonlinear hyperbolic formulation for the tangential shear stiffness. The well known hyperbolic formulation by Ouncan and Chang (1970) was used for modelling the non - linearity of the soil matrix. The failure of soil matrix, gabion facing and the interfaces were modelled using Mohr - Coulomb failure criterion. The construction stages were also modelled.Experimental investigations were conducted on small scale model walls (both in field as well as in laboratory) to suggest an alternative fill material for the gabion faced retaining walls. The same were also used to validate the finite element programme developed as a part of the study. The studies were conducted using different types of gabion fill materials. The variation was achieved by placing coarse aggregate and quarry dust in different proportions as layers one above the other or they were mixed together in the required proportions. The deformation of the wall face was measured and the behaviour of the walls with the variation of fill materials was analysed. It was seen that 25% of the fill material in gabions can be replaced by a soft material (any locally available material) without affecting the deformation behaviour to large extents. In circumstances where deformation can be allowed to some extents, even up to 50% replacement with soft material can be possible.The developed finite element code was validated using experimental test results and other published results. Encouraged by the close comparison between the theory and experiments, an extensive and systematic parametric study was conducted, in order to gain a closer understanding of the behaviour of the system. Geometric parameters as well as material parameters were varied to understand their effect on the behaviour of the walls. The final phase of the study consisted of developing a simplified method for the design of gabion faced retaining walls. The design was based on the limit state method considering both the stability and deformation criteria. The design parameters were selected for the system and converted to dimensionless parameters. Thus the procedure for fixing the dimensions of the wall was simplified by eliminating the conventional trial and error procedure. Handy design charts were developed which would prove as a hands - on - tool to the design engineers at site. Economic studies were also conducted to prove the cost effectiveness of the structures with respect to the conventional RCC gravity walls and cost prediction models and cost breakdown ratios were proposed. The studies as a whole are expected to contribute substantially to understand the actual behaviour of gabion faced retaining wall systems with particular reference to the lateral deformations.

A Study of the Physical and Engineering Behaviour of Cochin Marine Clays

With the increase in population, housing and construction of various facilities have been a problem with urbanization. Having exhausted all the trouble free hand, man is nowon the lookout for techniques to improve areas which were originally considered uninhabitable. Thus this study is based on the nature and engineering behavior of soft clays covering long stretches of coastal line and methods to improve their geotechnical properties .The main aim of the present investigation is to study in detail the physical and engineering behavior of the marine clays of Cochin. While it is well known that the marine clays have been posing numerous problems to foundation engineers all along, the relevant literature reveals that no systematic and comprehensive study has been attempted to date. The: knowledge gained through the study is suitably used to improve these properties with appropriate additives.

Studies on The Ecophysiology Of Some Heterotrophic and Indicator Bacteria In The Marine Environments of Kerala

The thesis entitled "Studies on the eco-physiology of heterotrophic and indicator bacteria in the marine environments of Kerala" embodies the results of an investigation carried out by the candidate at the Central Marine Fisheries Research Institute, Cochin. It is presentedd under 4 chapters in two parts (Parts A & B) and includes 6 sections. The material for the study was collected in the Cochin backwater during April 1972 to February. 1973, March 1974 to February 1975, July 1975 to June 1976 and in the ishore area during January to October, 1978 and an account of the heterotropic and indicator bacteria are given with intensity charts and tables. Samples from all the stations contained significant quantities of heterotrophs (Part A, Section I) and faecal pollution indicators (Section II). Maximum number of heterotrophic bacteria was observed during the postmonsoon period. The total counts betwen one station and the other did not vary as much as the counts between months did. The distribution was characterised by overdispersion. During 1972-73 in all the stations except the fourth the minimum heterotrophs (Total counts) were recorded during the monsoon period. Minimum counts were observed during the premonsoon period, with an increasing trend from the premonsoon to postmonsoon seasons. Maximum counts were recorded during monsoon months during 1974-75. No significant difference was noted in the total plate count between stations, months and regions. Seasonal variations in sea water was meagre during 1975-76, whereas in sediments variations were prominent during monsoon in Station I - near the mouth of the sewage effluent of Cochin City and in postmonsoon at Station II in the Mattancherry Channel and Station III near barmouth

A study on the parameters affecting the compressibility characteristics of Cochin marine clays

There are numerous parameters affecting the compressibility characteristics of soft clays. A few of them such as load increment ratio, type of drainage and thickness of sample were taken up for detailed investigation. However, the main thrust in the present investigations was to develop an insight into the benefits of preloading technique, envolve procedures and establish design charts for preparation of a precompression programme which will substantially reduce the consolidation settlements of the extremely soft deposits of Cochin marine clays.

A REVIEW OF SOIL CONSTITUTIVE MODELS FOR SOIL STRUCTURE INTEREACTION ANALYSIS

Soils are multiphase materials comprised of mineral grains, air voids and water. Soils are not linearly elastic or perfectly plastic for external loading. Various constitutive models are available to describe the various aspects of soil behaviour. But no single soil model can completely describe the behaviour of real soil under all conditions. This paper attempts to compare various soil models and suggest a suitable model for the Soil Structure Interaction analysis especially for Kochi marine clay.

Studies On Strength Characteristics Of Soil Mixed With Bio-Waste

Researches are always in quest for finding innovative methods for ground improvement using sustainable and environmental friendly solutions. Theproduction of large quantity of biowastes all over the world faces serious problems of handling and disposal. Coir pith is a biowaste from coir industry and sugarcane baggase is another biowaste obtained after extractingjuice from sugar cane. So the present study is an investigation into the effect of coir pith and sugarcane baggase on some geotechnical properties of red earth. The investigation includes study on variation of properties such as O.M.C, maximum dry density, C.B.R. values,unconfined compressive strength and permeability when these materials are included in soil. Several conclusions are arrived at, on the basis of the experiments conducted and it may be helpful for predicting the behavior of such soil matrix

A study on the performance of flexible pavements on mature soil subgrades

The country has witnessed tremendous increase in the vehicle population and increased axle loading pattern during the last decade, leaving its road network overstressed and leading to premature failure. The type of deterioration present in the pavement should be considered for determining whether it has a functional or structural deficiency, so that appropriate overlay type and design can be developed. Structural failure arises from the conditions that adversely affect the load carrying capability of the pavement structure. Inadequate thickness, cracking, distortion and disintegration cause structural deficiency. Functional deficiency arises when the pavement does not provide a smooth riding surface and comfort to the user. This can be due to poor surface friction and texture, hydro planning and splash from wheel path, rutting and excess surface distortion such as potholes, corrugation, faulting, blow up, settlement, heaves etc. Functional condition determines the level of service provided by the facility to its users at a particular time and also the Vehicle Operating Costs (VOC), thus influencing the national economy. Prediction of the pavement deterioration is helpful to assess the remaining effective service life (RSL) of the pavement structure on the basis of reduction in performance levels, and apply various alternative designs and rehabilitation strategies with a long range funding requirement for pavement preservation. In addition, they can predict the impact of treatment on the condition of the sections. The infrastructure prediction models can thus be classified into four groups, namely primary response models, structural performance models, functional performance models and damage models. The factors affecting the deterioration of the roads are very complex in nature and vary from place to place. Hence there is need to have a thorough study of the deterioration mechanism under varied climatic zones and soil conditions before arriving at a definite strategy of road improvement. Realizing the need for a detailed study involving all types of roads in the state with varying traffic and soil conditions, the present study has been attempted. This study attempts to identify the parameters that affect the performance of roads and to develop performance models suitable to Kerala conditions. A critical review of the various factors that contribute to the pavement performance has been presented based on the data collected from selected road stretches and also from five corporations of Kerala. These roads represent the urban conditions as well as National Highways, State Highways and Major District Roads in the sub urban and rural conditions. This research work is a pursuit towards a study of the road condition of Kerala with respect to varying soil, traffic and climatic conditions, periodic performance evaluation of selected roads of representative types and development of distress prediction models for roads of Kerala. In order to achieve this aim, the study is focused into 2 parts. The first part deals with the study of the pavement condition and subgrade soil properties of urban roads distributed in 5 Corporations of Kerala; namely Thiruvananthapuram, Kollam, Kochi, Thrissur and Kozhikode. From selected 44 roads, 68 homogeneous sections were studied. The data collected on the functional and structural condition of the surface include pavement distress in terms of cracks, potholes, rutting, raveling and pothole patching. The structural strength of the pavement was measured as rebound deflection using Benkelman Beam deflection studies. In order to collect the details of the pavement layers and find out the subgrade soil properties, trial pits were dug and the in-situ field density was found using the Sand Replacement Method. Laboratory investigations were carried out to find out the subgrade soil properties, soil classification, Atterberg limits, Optimum Moisture Content, Field Moisture Content and 4 days soaked CBR. The relative compaction in the field was also determined. The traffic details were also collected by conducting traffic volume count survey and axle load survey. From the data thus collected, the strength of the pavement was calculated which is a function of the layer coefficient and thickness and is represented as Structural Number (SN). This was further related to the CBR value of the soil and the Modified Structural Number (MSN) was found out. The condition of the pavement was represented in terms of the Pavement Condition Index (PCI) which is a function of the distress of the surface at the time of the investigation and calculated in the present study using deduct value method developed by U S Army Corps of Engineers. The influence of subgrade soil type and pavement condition on the relationship between MSN and rebound deflection was studied using appropriate plots for predominant types of soil and for classified value of Pavement Condition Index. The relationship will be helpful for practicing engineers to design the overlay thickness required for the pavement, without conducting the BBD test. Regression analysis using SPSS was done with various trials to find out the best fit relationship between the rebound deflection and CBR, and other soil properties for Gravel, Sand, Silt & Clay fractions. The second part of the study deals with periodic performance evaluation of selected road stretches representing National Highway (NH), State Highway (SH) and Major District Road (MDR), located in different geographical conditions and with varying traffic. 8 road sections divided into 15 homogeneous sections were selected for the study and 6 sets of continuous periodic data were collected. The periodic data collected include the functional and structural condition in terms of distress (pothole, pothole patch, cracks, rutting and raveling), skid resistance using a portable skid resistance pendulum, surface unevenness using Bump Integrator, texture depth using sand patch method and rebound deflection using Benkelman Beam. Baseline data of the study stretches were collected as one time data. Pavement history was obtained as secondary data. Pavement drainage characteristics were collected in terms of camber or cross slope using camber board (slope meter) for the carriage way and shoulders, availability of longitudinal side drain, presence of valley, terrain condition, soil moisture content, water table data, High Flood Level, rainfall data, land use and cross slope of the adjoining land. These data were used for finding out the drainage condition of the study stretches. Traffic studies were conducted, including classified volume count and axle load studies. From the field data thus collected, the progression of each parameter was plotted for all the study roads; and validated for their accuracy. Structural Number (SN) and Modified Structural Number (MSN) were calculated for the study stretches. Progression of the deflection, distress, unevenness, skid resistance and macro texture of the study roads were evaluated. Since the deterioration of the pavement is a complex phenomena contributed by all the above factors, pavement deterioration models were developed as non linear regression models, using SPSS with the periodic data collected for all the above road stretches. General models were developed for cracking progression, raveling progression, pothole progression and roughness progression using SPSS. A model for construction quality was also developed. Calibration of HDM–4 pavement deterioration models for local conditions was done using the data for Cracking, Raveling, Pothole and Roughness. Validation was done using the data collected in 2013. The application of HDM-4 to compare different maintenance and rehabilitation options were studied considering the deterioration parameters like cracking, pothole and raveling. The alternatives considered for analysis were base alternative with crack sealing and patching, overlay with 40 mm BC using ordinary bitumen, overlay with 40 mm BC using Natural Rubber Modified Bitumen and an overlay of Ultra Thin White Topping. Economic analysis of these options was done considering the Life Cycle Cost (LCC). The average speed that can be obtained by applying these options were also compared. The results were in favour of Ultra Thin White Topping over flexible pavements. Hence, Design Charts were also plotted for estimation of maximum wheel load stresses for different slab thickness under different soil conditions. The design charts showed the maximum stress for a particular slab thickness and different soil conditions incorporating different k values. These charts can be handy for a design engineer. Fuzzy rule based models developed for site specific conditions were compared with regression models developed using SPSS. The Riding Comfort Index (RCI) was calculated and correlated with unevenness to develop a relationship. Relationships were developed between Skid Number and Macro Texture of the pavement. The effort made through this research work will be helpful to highway engineers in understanding the behaviour of flexible pavements in Kerala conditions and for arriving at suitable maintenance and rehabilitation strategies. Key Words: Flexible Pavements – Performance Evaluation – Urban Roads – NH – SH and other roads – Performance Models – Deflection – Riding Comfort Index – Skid Resistance – Texture Depth – Unevenness – Ultra Thin White Topping