Factors Influencing Stability of Granular Base Course Mixes, Progress Report, HR-99, 1964 (November)

The problems of laboratory compaction procedures, the effect of gradation and mineralogy on shearing strength, and effect of stabilizing agents on shearing strength of granular base course mixes are discussed. For the materials tested, a suitable laboratory compaction procedure was developed which involves the use of a vibratory table to prepare triaxial test specimens. A computer program has been developed to facilitate the analysis of the test data of the effect of gradation and mineralogy on shearing strength of soils. The effects of the following materials have been selected for evaluation as stabilizing agents’ portland cement, sodium and calcium chloride, lime organic cationic waterproofer, and asphaltic materials.

Lime or Chloride Treatment of Granular Base Course Materials, HR-99

Results are presented of triaxial testing of three crushed limestones to which either hydrated high-calcium lime, sodium chloride or calcium chloride had been added. Lime was added at rates of 1, 3, 10 and 16 percent, chlorides were added at 0.5 percent rate only. Speciments were compacted using vibratory compaction apparatus and were tested in triaxial compression using lateral pressures from 10 to 100 psi. Triaxial test results indicate that: (1) sodium chloride slightly decreased the angle of internal friction and increased cohesion, (2) calcium chloride slightly increased the angle of internal friction and decreased cohesion, and (3) lime had no appreciable effect on angle of internal friction but increased cohesion, decreased density and increased pore water pressure.

Improvement of Granular Base Course Materials with Portland Cement, Special Report, HR-99

A highway base course may be defined as a layer of granular material which lies immediately below the wearing surface of a pavement and must possess high resistance to deformation in order to withstand pressures imposed by traffic. A material commonly used for base course construction is crushed limestone. Sources of limestone, acceptable for highway bases in the state of Iowa, occur almost entirely in the Pennsylvanian, Mississippian and Devonian strata. Performance records of the latter two have been quite good, while material from the Pennsylvanian stratum has failed on numerous occasions. The study reported herein is one segment of an extensive research program on compacted crushed limestone used for flexible highway base courses. The primary goals of the total study are: 1. Determination of a suitable and realistic laboratory method of compaction. 2. Effect of gradation, and mineralogy of the fines, on shearing strength. 3. Possible improvement of the shear strength with organic and inorganic chemical stabilization additives. Although the study reported herein deals primarily with the third goal, information gathered from work on the first two was required for this investigation. The primary goal of this study was the evaluation of various factors of stability of three crushed limestones when treated with small amounts of type I Portland cement. Investigation of the untreated materials has indicated that shear strength alone is not the controlling factor for stability of crushed stone bases. Thus the following observations were made in addition to shear strength parameters, to more adequately ascertain the stability of the cement treated materials: 1. Volume change during consolidation and shear testing. 2. Pore pressure during shear. The consolidated-undrained triaxial shear test was used for determination of the above factors.

Estimação da taxa de cruzamento da aceroleira com base em dados isoenzimáticos

A aceroleira (Malpighia emarginata) é uma espécie da família Malpighiaceae que produz frutos com alto conteúdo de vitamina C. O crescimento da demanda da acerola e de seus derivados causou a procura de variedades melhoradas, para expansão dos plantios comerciais. O objetivo deste trabalho foi obter informações sobre o sistema de cruzamento de um pomar de aceroleiras localizado em Visconde do Rio Branco, MG. Dez famílias oriundas de sementes de polinização natural foram genotipadas usando-se sete locos izoenzimáticos (Idh, Mdh-1, Mdh-2, Pgm-1, Pgm-2, Est-1 e Pod), e os dados foram submetidos a análise pelo modelo misto de cruzamento. A estimativa da taxa de cruzamento da população utilizando todos os locos simultaneamente não diferiu estatisticamente de 1,00. Nas famílias, as estimativas variaram de 0,68 a 1,00, e duas diferiram significativamente de 1,00. Conclui-se que a aceroleira é predominantemente alógama e que a taxa de cruzamento varia entre famílias, fato que deve ser levado em consideração em programas de melhoramento e conservação de germoplasma.

Influência da sacarose e do corte da base da haste na longevidade de inflorescências de Zinnia elegans

Flores de zínia (Zinnia elegans Jacq.) são adaptadas às condições climáticas da Região Sudeste do País, com excelente potencial para a comercialização como flor de corte. O presente trabalho objetivou avaliar a influência da sacarose aplicada na forma de solução de condicionamento, e do corte periódico da base das hastes sobre a longevidade e absorção de água pelas flores. Hastes florais uniformizadas em tamanho foram submetidas ao condicionamento, por seis horas, com sacarose a 5, 10, 15 e 20% ou com soluções de 10% de sacarose por 0, 6, 12, 18 e 24 horas, com ou sem cortes periódicos na base das hastes a cada 48 horas. O tratamento das flores por seis horas com sacarose a 5, 10, 15 ou 20% não afetou a longevidade das flores, comparado àquelas mantidas somente com água destilada. O corte periódico da base das hastes promoveu melhor suprimento de água às flores, estendendo a longevidade. O condicionamento das flores com 10% de sacarose por 18 ou 24 horas acelerou a senescência das flores em vaso. A taxa de produção de etileno foi inibida pelo aumento da concentração de sacarose na solução de condicionamento.

Avulsion fracture of the peroneus longus tendon insertion at the base of the first metatarsal: report of a case.

Isolated avulsion fracture of the peroneus longus tendon insertion at the base of the first metatarsal is very rare. Similar to most avulsion fractures that result from excessive strain at a tendon or ligament insertion, this type of injury is caused by the strong tension exerted by the peroneus longus tendon. The mechanisms leading to this lesion and treatment options are not clearly defined. We present the case of an isolated minimally displaced intra-articular avulsion fracture at the plantar lateral base of the first metatarsal. Faced with a painful non-union following conservative treatment we considered excision of the bony fragment and first tarsometatarsal arthrodesis. This leads to a favourable functional outcome.

Optimizing Pavement Base, Subbase, and Subgrade Layers for Cost and Performance of Local Roads, TR-640

This report is one of two products for this project with the other being a design guide. This report describes test results and comparative analysis from 16 different portland cement concrete (PCC) pavement sites on local city and county roads in Iowa. At each site the surface conditions of the pavement (i.e., crack survey) and foundation layer strength, stiffness, and hydraulic conductivity properties were documented. The field test results were used to calculate in situ parameters used in pavement design per SUDAS and AASHTO (1993) design methodologies. Overall, the results of this study demonstrate how in situ and lab testing can be used to assess the support conditions and design values for pavement foundation layers and how the measurements compare to the assumed design values. The measurements show that in Iowa, a wide range of pavement conditions and foundation layer support values exist. The calculated design input values for the test sites (modulus of subgrade reaction, coefficient of drainage, and loss of support) were found to be different than typically assumed. This finding was true for the full range of materials tested. The findings of this study support the recommendation to incorporate field testing as part of the process to field verify pavement design values and to consider the foundation as a design element in the pavement system. Recommendations are provided in the form of a simple matrix for alternative foundation treatment options if the existing foundation materials do not meet the design intent. The PCI prediction model developed from multi-variate analysis in this study demonstrated a link between pavement foundation conditions and PCI. The model analysis shows that by measuring properties of the pavement foundation, the engineer will be able to predict long term performance with higher reliability than by considering age alone. This prediction can be used as motivation to then control the engineering properties of the pavement foundation for new or re-constructed PCC pavements to achieve some desired level of performance (i.e., PCI) with time.

Desenvolupament d'aplicacions web en Django sobre servidor apache, gestionades amb mòdul WSGI i relacionades amb base de dades Postgresql

Desenvolupament d'aplicacions web en Django per al Segon Concurs de fotografia matemàtica FotoMath 2011. Allotjades en servidor Apachez, gestionades amb mòdul wsgi i relacionades amb una base de dades postgresql.

Disseny i implementació de la base de dades d'un sistema centralitzat de control de despesa pública dels parlaments europeus

El projecte consisteix en la creació d'una base de dades per controlar la despesa pública dels parlaments europeus

Planificació i gestió esportiva en equips base de clubs de futbol amateur. Factors determinants en l'elecció d'un club de tipus lúdic o competitiu

L’etapa d’iniciació a l’esport té una importància majúscula en el procés d’aprenentatge dels jugadors, i per això també podem trobar dos tipus de clubs: els competitius, els quals estan influïts bàsicament pels resultats obtinguts; i els lúdics, on preval la diversió i el joc sobre l’especialització a l’esport. El que es pretén amb aquesta investigació és descobrir quins factors són més determinants per fer que les famílies escullin un tipus de club o un altre. Per tant, basant-nos amb el que diuen autors com Pacheco (2007), Wein (2004), Frattarola i Sans (2006) i Lasierra i Lavega (1993), s’han concretat una sèrie de factors determinants per l’elecció de cada tipus de club, així com d’altres que seran significatius per les famílies a l’hora de decantar-se per un o per l’altre. Pel que fa a la part metodològica, dir que és una investigació descriptiva transversal. A més, s’ha utilitzat l’estratègia de l’enquesta amb l’instrument del qüestionari, el qual s’ha basat en una mostra formada per 60 pares i mares de nens i nenes d’iniciació en l’esport, i 20 pares i mares de nens d’escoleta, previ a la iniciació esportiva. Pel que fa als resultats obtinguts, aquests mostren que al club lúdic es compleixen els tres factors d’aquest àmbit, mentre que al club competitiu es compleixen els dos mateixos factors lúdics de l’altre club i només un factor competitiu. D’altra banda, cal tenir present la importància que tenen els factors contaminadors en els resultats obtinguts degut a la significativitat d’aquests.

Materials and supplementary materials used to teach vocabulary in the English class

This study is based on the analysis of the use of supplementary materials to teach vocabulary by second language teachers in Primary Education. The study consists of two analyses: the first one is a quantitative analysis based on 33 questionnaires answered by different second language teachers of Primary Education. The other, is a qualitative analysis in which the teacher’s subjective opinion on vocabulary learning techniques is presented. The study covers these main aspects: material use, effectiveness, children’s motivation, main criteria to teach vocabulary and the children’s role in their vocabulary learning.

El proyecto ‘Ecosportech’ como ejemplo de universidad emprendedora. Una experiencia a base del ‘Problem Based Learning’

El objetivo de este artículo es presentar el proyecto EcoSPORTech, cuya finalidad es la creación de una empresa social con jóvenes para la realización de actividades deportivas/ocio en el medio natural, integrando las nuevas tecnologías. Este proyecto supone una colaboración interdisciplinaria dentro de la Universidad de Vic, entre las facultades de Empresa y Comunicación (FEC), la de Ciencias de la Salud y el Bienestar (FCSB) y la de Educación (FE) e integra un equipo de profesionales procedentes de los ámbitos de la empresa, el marketing, el periodismo, el deporte y la terapia ocupacional. Estos profesores formarán al grupo de jóvenes con los que se creará la empresa y dirigirán la misma. Esta empresa (cooperativa) se integra en el vivero de empresas sociales que se está creando en la Universidad de Vic.

On the existence of bi-pyramidal central configurations of the n + 2-body problem with an n-gon base

Abstract. In this paper we prove the existence of central con gurations of the n + 2{body problem where n equal masses are located at the vertices of a regular n{gon and the remaining 2 masses, which are not necessarily equal, are located on the straight line orthogonal to the plane containing the n{gon passing through its center. Here this kind of central con gurations is called bi{pyramidal central con gurations. In particular, we prove that if the masses mn+1 and mn+2 and their positions satisfy convenient relations, then the con guration is central. We give explicitly those relations.

Diversidade genética de Chenopodium ambrosioides da região cacaueira da Bahia com base em marcadores RAPD

Chenopodium ambrosioides L., conhecida no Brasil por suas propriedades medicinais e usada principalmente para o controle de verminoses intestinais, é pouco estudada quanto à diversidade genética. O objetivo deste trabalho foi avaliar a diversidade genética de 16 indivíduos de C. ambrosioides, provenientes de diferentes municípios da região cacaueira da Bahia, pela técnica de RAPD (DNA polimórfico amplificado ao acaso). Apenas 6,9% das 216 bandas RAPD amplificadas foram polimórficas e a análise de agrupamento evidenciou que não há formação de grupos por área de coleta. Portanto, há pequena variabilidade entre os materiais e esta variabilidade encontra-se distribuída entre as regiões amostradas.