Investigation of High Density Polyethylene Pipe for Highway Applications, HR-373, Phase 1, 1996

In the past, culvert pipes were made only of corrugated metal or reinforced concrete. In recent years, several manufacturers have made pipe of lightweight plastic - for example, high density polyethylene (HDPE) - which is considered to be viscoelastic in its structural behavior. It appears that there are several highway applications in which HDPE pipe would be an economically favorable alternative. However, the newness of plastic pipe requires the evaluation of its performance, integrity, and durability; A review of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction reveals limited information on the use of plastic pipe for state projects. The objective of this study was to review and evaluate the use of HDPE pipe in roadway applications. Structural performance, soil-structure interaction, and the sensitivity of the pipe to installation was investigated. Comprehensive computerized literature searches were undertaken to define the state-of-the-art in the design and use of HDPE pipe in highway applications. A questionnaire was developed and sent to all Iowa county engineers to learn of their use of HDPE pipe. Responses indicated that the majority of county engineers were aware of the product but were not confident in its ability to perform as well as conventional materials. Counties currently using HDPE pipe in general only use it in driveway crossings. Originally, we intended to survey states as to their usage of HDPE pipe. However, a few weeks after initiation of the project, it was learned that the Tennessee DOT was in the process of making a similar survey of state DOT's. Results of the Tennessee survey of states have been obtained and included in this report. In an effort to develop more confidence in the pipe's performance parameters, this research included laboratory tests to determine the ring and flexural stiffness of HDPE pipe provided by various manufacturers. Parallel plate tests verified all specimens were in compliance with ASTM specifications. Flexural testing revealed that pipe profile had a significant effect on the longitudinal stiffness and that strength could not be accurately predicted on the basis of diameter alone. Realizing that the soil around a buried HDPE pipe contributes to the pipe stiffness, the research team completed a limited series of tests on buried 3 ft-diameter HDPE pipe. The tests simulated the effects of truck wheel loads above the pipe and were conducted with two feet of cover. These tests indicated that the type and quality of backfill significantly influences the performance of HDPE pipe. The tests revealed that the soil envelope does significantly affect the performance of HDPE pipe in situ, and after a certain point, no additional strength is realized by increasing the quality of the backfill.

Heavy Agricultural Loads on Pavements and Bridges, HR-1073, 1999

During the harvest season in Iowa, it is common to have single axle loads on secondary roads and bridges that are excessive (typical examples are grain carts) and well beyond normal load limits. Even though these excessive loads occur only during a short time of the year, they may do significant damage to pavements and bridges. In addition, the safety of some bridges may be compromised because of the excessive loads, and sometimes there may be little indication to the users that damage may be imminent. At this time there are no Iowa laws regulating axle loads allowed for agricultural equipment. This study looks at the potential problems this may cause on secondary roads and timber stringer bridges. Both highway pavement and timber bridges are evaluated in this report. A section (panel) of Iowa PCC paved county road was chosen to study the effects of heavy agricultural loads on pavements. Instrumentation was applied to the panel and a heavily loaded grain cart was rolled across. The collected data were analyzed for any indication of excessive stresses of the concrete. The second study, concerning excessive loads on timber stringer bridges, was conducted in the laboratory. Four bridge sections were constructed and tested. Two of the sections contained five stringers and two sections had three stringers. Timber for the bridges came from a dismantled bridge, and deck panels were cut from new stock. All timber was treated with creosote. A hydraulic load was applied at the deck mid-span using a foot print representing a tire from a typical grain cart. Force was applied until failure of the system resulted. The collected data were evaluated to provide indications of load distribution and for comparison with expected wheel loads for a typical heavily loaded single axle grain cart. Results of the pavement tests showed that the potential of over-stressing the pavement is a possibility. Even though most of the tension stress levels recorded were below the rupture strength of the concrete, there were a few instances where the indicated tension stress level exceeded the concrete rupture strength. Results of the bridge tests showed that when the static ultimate load capacity of the timber stringer bridge sections was reached, there was sudden loss of capacity. Prior to reaching this ultimate capacity, the load sharing between the stringers was very uniform. The failure was characterized by loss of flexural capacity of the stringers. In all tests, the ultimate test load exceeded the wheel load that would be applied by an 875 bushel single axle grain cart.

Early Strengths of Class F, C, and B Portland Cement Concrete, MLR-87-07, 1987

Fast track concrete has proven to be successful in obtaining high early strengths. This benefit does not come without cost. Type III cement and insulation blankets to accelerate the cure add to its expense when compared to conventional paving. This research was intended to determine the increase in time required to obtain opening strength when a fast track mix utilized conventional Type I cement and also used a conventional cure. Standard concrete mixes also were tested to determine the acceleration of strength gain when cured with insulation blankets. The goal was to determine mixes and procedures which would result in a range of opening times. This would allow the most economical design for a particular project and tailor it to that projects time restraint. Three mixes were tested: Class F, Class C, and Class B. Each mix was tested with one section being cured with insulation blankets and another section without. All used Type I cement. Iowa Department of Transportation specifications required 500 psi of flexural strength before a pavement can be opened to traffic. The Class F mix with Type I cement and using insulation blankets reached that strength in approximately 36 hours, the Class C mix using the blankets in approximately 48 hours, and the Class F mix without covers in about 60 hours. (Note: Class F concrete pavement is opened at 400 psi minimum and Class F bonded overlay pavement at 350 psi.) The results showed a significant improvement in early strength gain by the use of insulation blankets. The Type I cement could be used in mixes intended for early opening with sacrifices in time when compared to fast track but are still much sooner than conventional pavement. It appears a range of design alternatives is possible using Type I cement both with and without insulating blankets.

Micropropagación y estimativa de producción de mudas de bananos para la Amazonia Occidental

El objetivo del trabajo fue de determinar tasas de multiplicación y estimar la producción in vitro de microplantas de las cultivares del banano Preciosa, Maravilha, Pacovan Ken y Japira, durante seis subcultivos y con diferentes concentraciones de BAP. Después de multiplicadas, las microplantas enraizadas fueron aclimatadas, y la sobrevivencia fue determinada después de 30 días. Las tasas de multiplicación fueron de 2,3 y 2,1 brotes por explante de 'Preciosa' y 'Maravilha', respectivamente, y 2,7 brotes por explante de 'Pacovan Ken' y 'Japira', en 4 mg L-1 de BAP. Las pérdidas por contaminación fueron de 22,4%, y la sobrevivencia por lo menos 96%.

Informe tècnic d'aerodinàmica

Determinació del coeficient aerodinàmic de resistencia a l'avanç de la luminària ELEDGANT

Field Testing of Integral Abutments, Interim Report, HR-399, 1998

Integral abutment bridges are constructed without an expansion joint in the superstructure of the bridge; therefore, the bridge girders, deck, abutment diaphragms, and abutments are monolithically constructed. The abutment piles in an integral abutment bridge are vertically orientated, and they are embedded into the pile cap. When this type of a bridge experiences thermal expansion or contraction, horizontal displacements are induced at the top of the abutment piles. The flexibility of the abutment piles eliminates the need to provide an expansion joint at the inside face to the abutments: Integral abutment bridge construction has been used in Iowa and other states for many years. This research is evaluating the performance of integral abutment bridges by investigating thermally induced displacements, strains, and temperatures in two Iowa bridges. Each bridge has a skewed alignment, contains five prestressed concrete girders that support a 30-ft wide roadway for three spans, and involves a water crossing. The bridges will be monitored for about two years. For each bridge, an instrumentation package includes measurement devices and hardware and software support systems. The measurement devices are displacement transducers, strain gages, and thermocouples. The hardware and software systems include a data-logger; multiplexers; directline telephone service and computer terminal modem; direct-line electrical power; lap-top computer; and an assortment of computer programs for monitoring, transmitting, and management of the data. Instrumentation has been installed on a bridge located in Guthrie County, and similar instrumentation is currently being installed on a bridge located in Story County. Preliminary test results for the bridge located in Guthrie County have revealed that temperature changes of the bridge deck and girders induce both longitudinal and transverse displacements of the abutments and significant flexural strains in the abutment piles. For an average temperature range of 73° F for the superstructure concrete in the bridge located in Guthrie County, the change in the bridge length was about 1 118 in. and the maximum, strong-axis, flexural-strain range for one of the abutment piles was about 400 micro-strains, which corresponds to a stress range of about 11,600 psi.

Demonstration and Field Evaluation of Alternative Portland Cement Concrete Pavement Reinforcement Materials, Construction Report, HR-1069, 1998

The function of dowel bars is the transfer of a load across the transverse joint from one pavement slab to the adjoining slab. In the past, these transfer mechanisms have been made of steel. However, pavement damage such as loss of bonding, deterioration, hollowing, cracking and spalling start to occur when the dowels begin to corrode. A significant amount of research has been done to evaluate alternative types of materials for use in the reinforcement of concrete pavements. Initial findings have indicated that stainless steel and fiber composite materials possess properties, such as flexural strength and corrosion resistance, that are equivalent to the Department of Transportation specifications for standard steel, 1 1/2 inch diameter dowel bars. Several factors affect the load transfer of dowels; these include diameter, alignment, grouting, bonding, spacing, corrosion resistance, joint spacing, slab thickness and dowel embedment length. This research is directed at the analysis of load transfer based on material type and dowel spacing. Specifically, this research is directed at analyzing the load transfer characteristics of: (a) 8-inch verses 12-inch spacing, and (b) alternative dowel material compared to epoxy coated steel dowels, will also be analyzed. This report documents the installation of the test sections, placed in 1997. Dowel material type and location are identified. Construction observations and limitations with each dowel material are shown.

Fast Track and Fast Track II - Cedar Rapids, Iowa, HR-544, Construction Report, 1989

Two lanes of a major four lane arterial street needed to be reconstructed in Cedar Rapids, Iowa. The traffic volumes and difficulty of detouring the traffic necessitated closure for construction be held to an absolute minimum. Closure of the intersections, even for one day, was not politically feasible. Therefore, Fast Track and Fast Track II was specified for the project. Fast Track concrete paving has been used successfully in Iowa since 1986. The mainline portion of the project was specified to be Fast Track and achieved the opening strength of 400 psi in less than twelve hours. The intersections were allowed to be closed between 6 PM and 6 AM. This could occur twice - once to remove the old pavement and place the base and temporary surface and the second time to pave and cure the new concrete. The contractor was able to meet these restrictions. The Fast Track II used in the intersections achieved the opening strength of 350 psi in six to seven hours. Two test sections were selected in the mainline Fast Track and two intersections were chosen to test the Fast Tract II. Both flexural and compression specimens were tested. Pulse velocity tests were conducted on the pavement and test specimens. Maturity curves were developed through monitoring of the temperatures. Correlations were performed between the maturity and pulse velocity and the flexural strengths. The project was successful in establishing the feasibility of construction at night, with no disruption of traffic in the daytime, using fast Track II. Both the Fast Track II pavements were performing well four years after construction.

Influencia del contenido de oxigeno sobre la ductilidad del hierro de granos ultra finos obtenido por compactación en caliente

Sabiendo que las propiedades mecánicas de un metal están gobernadas por sumicroestructura y más precisamente por su tamaño de grano, la industria busca desarrollarmateriales con un tamaño de grano nanométrico que tengan comportamientos mecánicosinteresantes: alto limite elástico y ductilidad aceptable.Este proyecto trata de la influencia del oxigeno sobre un material nanoestructurado obtenidopor compactación en caliente de polvo molido de hierro. Con este objetivo, se ha realizadodos polvo de hierro conteniendo cada uno una concentración en oxigeno diferente (0.238 y0.634% másico). Se los han compactado a diferentes temperaturas (575, 600, 625y 650°C).Se ha realizado diferentes pruebas sobre los consolidados: medición de la densidad,dureza, determinación del tamaño de grano, resistencia mecánica y ductilidad medianteensayo de tracción.Las piezas consolidadas con un porcentaje bajo de carbono muestran una buena resistenciacon porcentajes de alargamiento bajos pero suficientes. Para las piezas con altoscontenidos de oxígeno, se ha demostrado que el oxigeno fragiliza el material formandoóxidos que ralentizan el crecimiento de grano a alta temperatura y que dificultan suconsolidación. De esta manera, estas piezas tienen una resistencia teórica mucho mayorpero rompen por rotura frágil.

Influencia del contenido de oxigeno sobre la ductilidad del hierro de granos ultra finos obtenido por compactación en caliente

Sabiendo que las propiedades mecánicas de un metal están gobernadas por sumicroestructura y más precisamente por su tamaño de grano, la industria busca desarrollarmateriales con un tamaño de grano nanométrico que tengan comportamientos mecánicosinteresantes: alto limite elástico y ductilidad aceptable.Este proyecto trata de la influencia del oxigeno sobre un material nanoestructurado obtenidopor compactación en caliente de polvo molido de hierro. Con este objetivo, se ha realizadodos polvo de hierro conteniendo cada uno una concentración en oxigeno diferente (0.238 y0.634% másico). Se los han compactado a diferentes temperaturas (575, 600, 625y 650°C).Se ha realizado diferentes pruebas sobre los consolidados: medición de la densidad,dureza, determinación del tamaño de grano, resistencia mecánica y ductilidad medianteensayo de tracción.Las piezas consolidadas con un porcentaje bajo de carbono muestran una buena resistenciacon porcentajes de alargamiento bajos pero suficientes. Para las piezas con altoscontenidos de oxígeno, se ha demostrado que el oxigeno fragiliza el material formandoóxidos que ralentizan el crecimiento de grano a alta temperatura y que dificultan suconsolidación. De esta manera, estas piezas tienen una resistencia teórica mucho mayorpero rompen por rotura frágil.

An Empirical Study on Faculty Perceptions and Teaching Practices of Wikipedia

Some faculty members from different universities around the world have begun to use Wikipedia as a teaching tool in recent years. These experiences show, in most cases, very satisfactory results and a substantial improvement in various basic skills, as well as a positive influence on the students' motivation. Nevertheless and despite the growing importance of e-learning methodologies based on the use of the Internet for higher education, the use of Wikipedia as a teaching resource remains scarce among university faculty.Our investigation tries to identify which are the main factors that determine acceptance or resistance to that use. We approach the decision to use Wikipedia as a teaching tool by analyzing both the individual attributes of faculty members and the characteristics of the environment where they develop their teaching activity. From a specific survey sent to all faculty of the Universitat Oberta de Catalunya (UOC), pioneer and leader in online education in Spain, we have tried to infer the influence of these internal and external elements. The questionnaire was designed to measure different constructs: perceived quality of Wikipedia, teaching practices involving Wikipedia, use experience, perceived usefulness and use of 2.0 tools. Control items were also included for gathering information on gender, age, teaching experience, academic rank, and area of expertise.Our results reveal that academic rank, teaching experience, age or gender, are not decisive factors in explaining the educational use of Wikipedia. Instead, the decision to use it is closely linked to the perception of Wikipedia's quality, the use of other collaborative learning tools, an active attitude towards web 2.0 applications, and connections with the professional non-academic world. Situational context is also very important, since the use is higher when faculty members have got reference models in their close environment and when they perceive it is positively valued by their colleagues. As far as these attitudes, practices and cultural norms diverge in different scientific disciplines, we have also detected clear differences in the use of Wikipedia among areas of academic expertise. As a consequence, a greater application of Wikipedia both as a teaching resource and as a driver for teaching innovation would require much more active institutional policies and some changes in the dominant academic culture among faculty members.

Procedimiento para la verificaciónde la estanqueidad de una instalación realizada mediante tubos de polietileno reticulado

En este estudio se analiza una instalación de fontanería ejecutada mediante el sistemaWirsbo-PEX, que consiste en utilizar tuberías de polietileno reticulado.La tipología de la obra estudiada es: dos edificios unidos por un cuerpo central, 1 plantasótano, planta baja (locales), 5 plantas piso, con un total de 122 viviendas.En primer lugar se describe la instalación, así como las características y funcionamientodel polietileno reticulado.Se ha realizado la prueba de estanqueidad y resistencia mecánica que determina la Norma“Normas básicas para las instalaciones interiores de suministro de agua” en lasinstalaciones.Se han analizado los resultados obtenidos, con el fin de poder determinar, en futurasobras, el número de pruebas a efectuar,para poder estimar su funcionamiento con un cierto margen de error preestablecido

El sistema dental y su importancia en el estudio de la evolución humana: revisión bibliográfica.

La dentición ha sido durante mucho tiempo una de las estructuras biológicas mejor estudiadas, esta singularidad radica en su resistencia al paso del tiempo. El sistema dental ofrece una posibilidad incomparable para comprender mejor el origen y filogénesis de los vertebrados, entre ellos el hombre. Esta investigación, a través de una revisión bibliográfica, explora cuatro aspectos del sistema dental, como son: Su origen, el aspecto biológico, la utilidad de los rasgos dentales en los análisis poblacionales, y finalmente, intenta precisar las bases genéticas de los dientes. Con respecto a este último, lo fundamental no estaría sólo en la descripción morfológica del diente, sino el porqué de su morfología, es decir, porqué son lo que son. Por lo tanto, se puede indagar: ¿porqué se producen diferentes variedades morfológicas dentro de nuestra especie?, entre otras interrogantes

El sistema dental y su importancia en el estudio de la evolución humana: revisión bibliográfica.

La dentición ha sido durante mucho tiempo una de las estructuras biológicas mejor estudiadas, esta singularidad radica en su resistencia al paso del tiempo. El sistema dental ofrece una posibilidad incomparable para comprender mejor el origen y filogénesis de los vertebrados, entre ellos el hombre. Esta investigación, a través de una revisión bibliográfica, explora cuatro aspectos del sistema dental, como son: Su origen, el aspecto biológico, la utilidad de los rasgos dentales en los análisis poblacionales, y finalmente, intenta precisar las bases genéticas de los dientes. Con respecto a este último, lo fundamental no estaría sólo en la descripción morfológica del diente, sino el porqué de su morfología, es decir, porqué son lo que son. Por lo tanto, se puede indagar: ¿porqué se producen diferentes variedades morfológicas dentro de nuestra especie?, entre otras interrogantes