Letter to Henry Nelles from Michael Harris of the Perth Military Settlement

Letter to Henry Nelles from Michael Harris of the Perth Military Settlement (3 pages, handwritten). He is married to Mary Fanning, sister of Henry Nelles but is having marital troubles as he says he “may have to be on the lookout for another wife”. He thinks that his wife Mary may have departed for the United States, Apr. 6, 1821.

Broadside for a centennial celebration of the settlement of Ontario by the United Empire Loyalists

Broadside, 90 cm. x 55 cm. made from canvas. This broadside is for a centennial celebration of the settlement of Ontario by the United Empire Loyalists. The first line reads “1774 -1884” [it should be 1784-1884]. The celebration was to be held on the historic plains of Niagara. The names of the general committee of the celebration are listed as well as the names of Major Hiscott, warden; F.A.B. Clench, chairman and Dan Servos. It is written in pencil that “this was given by J.B. Secord”. There are some small holes in the broadside and a small bit of canvas has lost some of its texture. This affects the text very slightly. 1884

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.

“Seaweed exudates and settlement behaviour of sedentary organisms"

The present investigation has looked exclusively into the aspect of the biological phenomenon of settling behaviour by two serious fouling offenders encountered in the tropical seas mainly on the hulls of ships and stationary structures in the harbours. The cue to study the behaviour was adopted from the observations so far made by scientists on the epizoic growth of these organisms on the surfaces of algal fronds of variegated shape, texture, size etc. The results do indicate that there are sufficient qualities of bioactive substances produced by plants occupying the lowest categories in organic evolution and curiously enough these substances have withstood the test of time.

Settlement Of Reinforced Sand In Foundations

The technique of reinforcing soil for foundation improvement is well established. This paper addresses the aspect of settlement of reinforced sand foundations, where the major part of the existing work deals with the aspect of bearing capacity. A detailed analysis is made paying individual attention to soil, reinforcement, and the interface between the two. A three-dimensional, nonlinear finite-element analysis is presented that uses a three-dimensional, nonlinear soil-reinforcement interface friction element, along with other threedimensional elements to model the system. The results of the analysis are compared with those from tests conducted in the laboratory and are found to be in good agreement. The studies lead to a better understanding of the behavior of the system at different stages of loading

Settlement history of a mountain oasis in Northern Oman

To unravel the settlement history of oases in northern Oman, data on topography, the agricultural setting, water and soil parameters and archaeological findings were collected in the Wadi Bani Awf with its head oasis Balad Seet. Data collection lasted from April 2000 to April 2003 and was based on the establishment of a 3D-georeferenced map of the oasis comprising all its major infrastructural and agronomic features. At today's Balad Seet, a total of 8.8 ha are planted to 2,800 date palms and 4.6 ha are divided into 385 small fields dedicated to wheat, barley, sorghum, oats, alfalfa, garlic, onion, lime and banana. Radiocarbon dating of charcoal in the lower part of the main terrace system determined its age to 911 ± 43 years. Monthly flow measurements of four major aflaj systems showed a total maximum flow of 32 m^3 h^-1 with the largest falaj contributing 78% of the total flow. During drought periods, average water flow decreased by 3% per month, however, with significant differences between the spring systems. The analysis of the tritium/^3helium ratio in the water led to an estimated water age of up to 10 years. In combination with the flow data, this provided insights into the elasticity of the spring flow over time. The use of the natural resources of the Wadi Bani Awf by a pastoral population started probably in the early 3rd millennium BC. The first permanent settlement might have been established at Balad Seet during the first part of the 1st millennium BC. Presumably it was initiated by settlers from al-Hamra, a village at the southern foot of the Hajar mountains. Given an abundant und stable flow of springs, even in periods of drought, the construction of Balad Seet's first irrigation systems may have occurred at this early time. The combination of topographic, agricultural, hydro-pedological and archaeological data allowed assessment of the carrying capacity of this oasis over the three millennia of its likely existence. The changing scarcity of land and water and the eventual optimisation of their use by different aflaj constructions have been major driving forces for the development and apparent relativeley stable existence of this oasis.

Dexmedetomidina vs Remifentanil en fast track (transito rápido) durante cirugía cardiaca

Actualmente las técnicas de anestesia de tránsito rápido en cirugía cardiaca se basan en la utilización de remifentanil, sin embargo este al tener una vida media tan corta hace que sea necesaria la utilización de opioides durante el posoperatorio inmediato presentandose el riesgo de depresión ventilatoria, y complicaciones respiratorias, es por esto que la dexmedetomidina podría ser una opción bastante atractiva debida a que no produce depresión de los centros respiratorios, y disminuye el consumo de opioides en el postoperatorio hasta un 66%. Previa aprobación del comité de ética se realizó un estudio clínico controlado y aleatorizado en dos grupos de 20 pacientes, El primer grupo recibió inducción con propofol 2mg/Kg, pancuronio 0.8mg/kg, y fentanil 2mcg/kg seguido de un bolo de dexmedetomidina de 0.5mcg/kg y una infusión de 0.3 - 0.7 mcg/kg/h la cual fue suspendida al finalizar la colocación de los alambres esternales, el grupo de remifentanil recibió una inducción con propofol y pancuronio a las mismas dosis, seguido de una infusión de remifentanil de 0.1 - 0.5 mcg/kg/min suspendida al finalizar el cierre de la piel, ambos grupos recibieron analgesia con dipirona 50mg/kg, morfina 0.1mg/kg seguida de dosis de rescate de 3mg según necesidad, e infiltración de la herida quirurgica con 40cc de Bupivacaina al 0.25%. Se midio el tiempo y lugar de extubación, el consumo de medicamentos vasopresores y vasodilatadores durante la cirugiaasi como el consumo de morfina el VAS y la incidencia de nausea y vomito durante las primeras 24h posoperatorias. El 85% de los pacientes fueron extubados en salas de cirugia, sin encontrarse diferencias estadiscamente significativas entre los tiempos de extubación de ambos grupos (11.7min) para remifentanil, y (9.6min) para dexmedetomidina, en cuanto al consumo de morfina este fue significativamente menor en el grupo de dexmedetomidina 4mg vs 15mg en el grupo de remifentanil así como también lo fue la incidencia de nausea y vomito 42.9% remifentanil vs 5.2% dexmedetomidina p:0.00009. A nuestro saber este es el primer estudio clínico en la literatura en el cual se ha propuesto a la dexmedetomidina como una alternativa para técnicas anestésicas de transito rápido en cirugia cardiaca. Los resultados sugieren que es tan eficaz como el remifentanil para permitir la extubación temprana de este grupo de pacientes con una menor consumo de morfina y una menor incidencia de nauseas y vomito durante el posoperatorio. Se recomiendan la realización de estudios adicionales que permitan ratificar los resultados previamente encontrados.

The talayotic settlement at Ses Pa??sses : the gateway to prehistoric Mallorca. 'El poblado talay??tico de Ses Pa??sses : la entrada a la prehistoria de Mallorca'

Se presenta el poblado talay??tico de Ses Pa??ses ubicado en Art??, Mallorca. Se hace un repaso al surgimiento de este asentamiento, comentando los inicios de la cultura talay??tica y sus caracter??sticas. Tambi??n se reproduce el poblado mediante un plano en el que se se??alan las diferentes zonas que compon??an el talayot y, a continuaci??n, se comenta brevemente cada uno de estos lugares. Finalmente se incluye un peque??o plano del n??cleo urbano de Art?? en el que se presentan diversas zonas de inter??s patrimonial.

The NAFTA investment dispute settlement mechanism and the admissibility of amicus curiae briefs by NGOs

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Population and settlement.

Forma parte de una serie que muestra las transformaciones experimentadas en Gran Bretaña desde el final de la Segunda Guerra Mundial hasta la actualidad. En este volumen se describen, entre otros, la inmigración, los cambios en la vida familiar, la creación de ciudades y el surgimiento de una sociedad multicultural. Cada uno de los temas se ilustra con una pequeña cronología, citas de fuentes primarias que recuerdan acontecimientos y recuadros con datos que permiten hacer comparaciones entre el pasado y el presente.

Design factors affecting the success of settlement upgrading projects. Favela Bairro Program, Rio de Janeiro

One of the main stated objectives of the Favela Bairro program was to allow squatter settlements to become part of the formal city. The focus of the study is to assess how different project solutions in the Favela Bairro program have used urban design tools to achieve this objective. A subsequent question concerns the extent to which urban design factors helped to improve the social integration of the settlements, and specifically to overcome poverty and exclusion conditions.This bring us to a another group of problems related to indicators to measure the attainment of these objectives from four perspectives: Spatial, Social, Economical and Political (citizenship and participation)This analysis highlights the major difficulties confronted by the design teams, and allows pinpointing the positive and negative impacts of the interventions on the communities and the city