263 research outputs found
Assessment of powdery mildew resistance in wild barley (Hordeum spontaneum L.) populations in the aegean region of Turkey
In a study of resistance to powdery mildew, we investigated three populations of Hordeum spontaneum using leaf segment test. For comparison of the reactions, we used 44 barley lines as differentials representing most of the resistance used in barley breeding. The H. spontaneum accessions were infected with 21 isolates selected for their reactions on the differential barleys. The results of H. spontaneum collections did not show any similarities with differential barleys used. Resistance reactions were very rare. There was no resistance to 13 out of the 21 isolates. Horizontal resistance was noticed in most of H. spontaneum lines
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Centrifuge testing to evaluate the liquefaction response of air-injected partially saturated soils beneath shallow foundations
Earthquake-induced liquefaction of saturated soils continues to cause severe damage to structures with shallow foundations. In recent years, artificially reducing the degree of saturation and forming partially saturated zones within saturated soils has been proposed as a liquefaction mitigation technique. This study experimentally investigates the liquefaction response of air-injected partially saturated soils beneath shallow foundations. A series of centrifuge tests were conducted on the shallow foundations with different bearing pressures. The results of the tests show that the generation of excess pore pressures and consequent liquefaction-induced settlements of shallow foundations were a strong function of the degree of saturation. Forming spatially distributed partially saturated zones in the liquefiable soils limited the development of high excess pore pressures and liquefaction susceptibility of soils, particularly at the higher confining stresses. The reduction in the degree of saturation of soils decreased the depth of liquefied soil layer, and increased the resistance of soil to the bearing capacity failure. On the other hand, the decrease in the degree of saturation of liquefiable soils led the larger accelerations to be transmitted to the foundations through unliquefied soil zones. It is therefore concluded that use of air-injection as a liquefaction mitigation measure does reduce structural settlements, but will have the consequence of larger structural accelerations.Ministry of National Education (M.E.B.) of TurkeyThis is the final version of the article. It first appeared from Springer via http://dx.doi.org/10.1007/s10518-016-9968-
Full Length Research Paper Improving the traditional sesame seed planting with seed pelleting
The aim of this study is to determine the effect of seed pelleting in a variety of sesame types on yield and yield factors. In this study, it is suggested that with the help of seed pelleting, it will be possible toachieve a better planting, and subsequently, to acquire an increase in the yield and its elements. In this research, Muganli-57, Ozberk-82 and Golmarmara type seeds were used, which are all officially registered and commonly used seed kinds in Turkey. Two types of planting were utilized: 1- the traditional planting method used worldwide, 2- alternative sensitive method. In the sensitive method, the pelleted sesame seeds treated with a special pelleting mixture had a diameter of 3 mm or larger.These pelleted sesame seeds were planted with a pneumatic spacing planter. This study was done in Adnan Menderes University, Agricultural Faculty, Research and Practice Centers located in MenderesPlain and in the field of the plant production center of Dalaman. The arable field trials were done in two locations with a split plot trial method with three replications. In this study, the height of the plants(cm), number of lateral branches (lateral branches plant-1), number of capsules per plant (capsule plant-1), height of first capsule (cm), number of plants harvested per square meter, yield (kg ha-1) and thousand kernel weight (g) were analyzed for both pelleted and nonpelleted sesame seeds. As a result, the pelleted sesame seeds improved the yield significantly compared to the normal sesame seeds. It was found that the pelleted sesame seeds had a mean yield value of 1976.3 kg ha-1, whereas the nonpelleted sesame seeds had a mean yield value of 1243.2 kg ha-1. Statistically significant differences exist between the pelleted and non-pelleted seeds in terms of the height of the plants (cm), number oflateral branches per plant (branch plant-1), number of capsules per plant (capsule plant-1), height of first capsule (cm), number of plants harvested (plant/ m2), yield values (kg ha-1) and thousand kernel weight (g)
The effects of seed coating treatment on yield and yield components in some cotton (Gossypium hirsitum L.) varieties
The use of delinted cotton seeds in cotton planting instead of fuzzy cotton seeds has spread recently. Cotton planting area of the world was 32,150,000 ha in 2003 - 2004. Approximately 45 - 50% of the planting seed in the world is delinted. This signifies that nearly 16,000,000 ha cotton area is planted by delinted cotton seed. In this study, coating fuzzy cotton seeds is proposed as an alternative to delintation. Coating makes fuzzy cotton seeds more suitable for the pneumatic spacing planter. Also, unlike delintation, sulphuric acid is not used for coating and this eliminates the problems associated with its usage such as seed loss, pollution and threats to human health. The results show that the cultivation of coated cotton seeds has no disadvantage regarding the agronomic and technological characteristics of cotton seed; coating may even improve the characteristics of the seeds. Also, no significant difference exists in terms of yield. Hence, seed coating has the potential to expand organic cultivation of cotton, as the coated seeds can be easily planted with pneumatic spacing drills and as organic seed procurement would be provided with the seed coating method.Keywords: Fuzzy cotton seed, seed coating, yield componentsAfrican Journal of BiotechnologyVol. 9(34), pp. 5523-5529, 23 August, 201
On the association between greater family identification and lower paranoid ideation among non-clinical individuals: evidence from Cypriot and Spanish students
A large literature has provided evidence of the 'social cure': a positive relationship between group identification (a sense of group belonging) and mental wellbeing, commonly measured in terms of levels of depression, anxiety, or stress. However, non-clinical populations may experience other symptoms of mental distress, including paranoia. We hypothesised that since group identification promotes satisfying and supportive relationships (something paranoid individuals appear to lack), there should be a negative relationship between family identification and paranoid ideation. We confirmed this in a cross-sectional study with Cypriot students (N = 108) and in a two-wave longitudinal study with Spanish students (N = 206). The second study also revealed that family identification predicts paranoia over time, but not vice versa. These studies are the first to confirm that family identification is a negative predictor of paranoid ideation, and highlight the need to further explore the effects of group identification on psychotic-like symptoms
Parallel flow in Hele-Shaw cells with ferrofluids
Parallel flow in a Hele-Shaw cell occurs when two immiscible liquids flow
with relative velocity parallel to the interface between them. The interface is
unstable due to a Kelvin-Helmholtz type of instability in which fluid flow
couples with inertial effects to cause an initial small perturbation to grow.
Large amplitude disturbances form stable solitons. We consider the effects of
applied magnetic fields when one of the two fluids is a ferrofluid. The
dispersion relation governing mode growth is modified so that the magnetic
field can destabilize the interface even in the absence of inertial effects.
However, the magnetic field does not affect the speed of wave propagation for a
given wavenumber. We note that the magnetic field creates an effective
interaction between the solitons.Comment: 12 pages, Revtex, 2 figures, revised version (minor changes
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Physical modelling of air injection to remediate liquefaction
Seismic liquefaction of loosely packed, saturated soils poses a significant threat to the built environment. Recently, air injection into liquefiable soil deposits has been introduced as an innovative and cost-effective liquefaction mitigation technique. However, few effective guidelines are available to the engineers for its application and performance. The way that air should be injected appropriately, most particularly, in the presence of structures, is not clearly defined. The distribution of retained air bubbles within the saturated soil medium and its effect on the seismic response also need further investigation. In an effort to offer insights into this problem, an experimental programme consisting of a series of centrifuge and 1g shaking table tests was undertaken. The results have shown that the use of higher air injection pressure provides a much wider and a more uniform air-entrapped zone, but increases the risk of soil deformations developed under the foundations. The distance from the air injector and preferential flow pathways influence the distribution of the retained air bubbles and seismic response of the soil models. Moreover, it was shown in a novel way that the air injection technique is not very effective at low confining stresses to reduce liquefaction-induced deformations beneath shallow foundations. The first author extends his thanks to the Ministry of National Education
(MEB) of Turkey for their financial support
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Durability of partial saturation to counteract liquefaction
Recently, artificially introducing gas/air into liquefiable soils has been presented as a method for reducing the risks from liquefaction. Although this method offers a simple and cheap solution, its use in practical applications is still very limited. This might be primarily ascribed to the concerns of practising engineers about the durability of gas/air bubbles in soils over time. This paper discusses the durability of entrapped air bubbles under various simulated field conditions that may potentially cause the dissolution, diffusion, compression and escape of air bubbles. Multiple series of 1g vertical sand column and high-g centrifuge tests were undertaken to provide insights into the problem. Air-induced partially saturated soils were prepared using an air-injection technique. The test results showed that the majority of entrapped air bubbles in soils can persist under several simulated field conditions for a sufficient period of time, indicating the long-term reliability of the mitigation accomplished.Ministry of Education, Turke
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Influence of air injection on the liquefaction-induced deformation mechanisms beneath shallow foundations
Earthquake-induced liquefaction of soils frequently causes serious damage to structures with shallow foundations. Reducing the degree of saturation of liquefiable soils by air injection is offered as a cost-effective and reliable method of mitigating liquefaction hazards. Nevertheless, very little experimental research is available on the performance of this method. Particularly, the way that air injection influences the deformation mechanisms beneath shallow foundations is not well defined. Gaining a deeper insight into soil displacements during and after air injection can pave the way for developing effective guidelines for the use of this particular technique. For this purpose, a series of dynamic centrifuge tests are presented in this paper. The prevailing deformation mechanisms are identified in a novel way using displacement vector fields. The results indicate that air injection alters the deformation mechanisms that develop underneath and in the ground surrounding a shallow foundation, substantially reducing the average settlements.The first author wishes to acknowledge the financial assistance provided during the course of this study by the Ministry of National Education (M.E.B.) of Turkey
THE GROWTH OF STRAINED THIN FILMS OF GADOLINIUM
The growth of strained thin films of gadolinium has been investigated with low-energy electron diffraction (LEED) and scanning tunneling microscopy (STM) and compared to the film growth of unstrained gadolinium. Strained thin films of gadolinium are distinct from the unstrained films by a substrate induced preferential domain growth direction, which is also reflected in the electronic structure
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