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Number of results: 7
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Abstract

The purpose of the present work was to estimate the effectiveness of grapefruit extract and Pythium oligandrum in protection of common bean, runner bean and pea from soil-borne pathogenic fungi. The investigated preparations were used for seed dressing and spraying plants at the beginning of anthesis. The results pointed out that the applied products considerably improved emergence, healthiness and yielding of the examined plant species. Besides, Biosept 33 SL showed a better effect than Polyversum. Independently on the species, the fewest plants, with the greatest proportion of infected ones and the smallest yield of seeds were obtained from the untreated control. Alternaria alternata, Fusarium spp., Pythium irregulare, Rhizoctonia solani and Sclerotinia sclerotiorum were frequently isolated from infected roots and stem bases as well as from seeds of bean and pea. Fusarium oxysporum tuned out to be dominant. The proportion of the above listed fungi in the treatments with Biosept 33 SL or Polyversum was smaller than in the control. At the same time, the role of those fungi in infecting the plants of common bean, runner bean and pea treated with Biosept 33 SL was only a little smaller than after using Polyversum.

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Authors and Affiliations

Elżbieta Patkowska
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Abstract

In 1999-2001 the occurrence of thrips was analysed on seven cultivars of pea. The samples of leaves, then leaves and flower buds and the flowers were collected from plots. The analyses were initiated when the earliest cultivar (Sześciotygodniowy) began flowering and were repeated every 4-7 days, until the end of flowering. The following species of th rips were found: Franklinie/la intonsa Trybom, Thrips major Uzel, Thrips fuscipennis Hal., Thrips tabaci Lind. and Kakothrips robustus Uzel. The clear differences between the number of thrips on the particular cul tivars of pea were noticed. The most attractive were late cultivars Nike and Telefon as well as middle late Delisa II. It seems that the most important factor effecting on the number of thrips on particular cultivars was rather the start and the end of flowering than the length of the flowering period. The greatest number of thrips was noticed on flowers, from 50% to 77%. The thrips initially were found on leaves and then, as the pea was growing, on the flower buds and flowers. After the emergence of thrips, the analyses should be first initiated on leaves.
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Authors and Affiliations

Andrzej Wnuk
Maria Pobożniak

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Abstract

The presented studies revealed the usefulness of spruce oil, basil oil, juniper oil and clove oil in monitoring of the occurrence of pea leafminer (Liriomyza huidobrensis Blanchard). While using above mentioned oils on yellow sticky traps, it was found that the number of trapped insects increased significantly. In relation to the control (traps without any addition of aromatic substance), the increase amounted to: 561.33%, 287.95%, 159.74% and 130.77%, respectively.

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Authors and Affiliations

Romuald Górski
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Abstract

The perspective direction in the biological regulation of insect pest populations is the combined use of different products of organic origin including fungal biological control agents. Therefore, the present study was aimed to evaluate the efficacy of products of natural origin (Aminogreen 24, Nitrogreen, Foliamin and Naturalis − strain ATCC 74040 of entomopathogenic fungus Beauveria bassiana) and one synthetic insecticide − standard (deltamethrin + thiacloprid), applied alone and in a mixture in the control of Acyrthosiphon pisum in forage pea. The study was conducted in a field experiment during the period 2017 − 2020. Infestation by leaf aphids was estimated by calculating the cumulative insect- -days ( CID). It was found that the combination of Aminogreen 24 + Naturalis had the most pronounced decrease in CID among products over the years from 2017 to 2020 and the average for the period. The greatest, significant reduction in the number of aphids occurred on day 5 (F8.5 = 15.244; p < 0.033) and day 7 (F8.5 = 33.087; p < 0.037) after treatment. On the 14th day, the decrease in CID (57.4% decrease) statistically exceeded the Proteus 110 OD standard (55.3% decrease) (F8.5 = 49.841; p < 0.049). Good protection against A. pisum was also found with Naturalis and Nitrogreen + Naturalis. There was an additive effect between Naturalis and Aminogreen 24 throughout the entire study period. The ratio of chlorophyll a (Chl a) to chlorophyll b (Chl b) and the ratio of green pigments (Chl a + + Chl b) to carotenoids determined that plants treated with Aminogreen 24 + Naturalis and Naturalis had the best physiological state. The combination of Aminogreen 24 and Naturalis gave the largest, significant, increase in stem height, followed by Nitrogreen + Naturalis. The use of Naturalis, alone and in a combination with Aminogreen 24 and Nitrogreen can be a successful alternative to conventional chemical control.
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Authors and Affiliations

Ivelina Nikolova
1

  1. Institute of Forage Crops, Agricultural Academy, Pleven, Bulgaria
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Abstract

High voltage DC insulation plays an important role, especially in power transmission systems (HVDC) but also increasingly on medium voltage levels (MVDC). The space charge behavior under DC voltage has great importance on electrical insulation reliability. This paper reports investigations of encapsulated space charge in homo-multilayer dielectric materials using the pulsed electro-acoustic (PEA) method. The charge has been introduced on the homo-layer interface by corona sprinkling prior to encapsulation. Two doses of charge density were accumulated on the dielectric surface in two types of dielectric materials Kapton and LDPE. The polarization DC voltage was applied in 2 min intervals in steps corresponding to an effective electric field strength in a range of 8-40 kV/mm for Kapton and 10-50 kV/mm for LDPE. The PEA-based detected space charge was compared at the initial, reference stage, prior to charge accumulation, and after corona sprinkling of defined charge density. The evaluation was based on the PEA time-dependent charge distributions and charge profiles referring to the DC polarization field strength. The goal of the experiment was to identify the relationship and the character of the known sprinkled and encapsulated charge inside homo-layered materials using the PEA method. According to the observations, the ratio between sprinkled charge densities is proportional to the encapsulated, charge densities measured by the PEA method on the interfacial homo-layer for the Kapton specimen. In the case of LDPE, a fast decrease of interfacial charge was observed, especially at a higher polarization field above 10 kV/mm. The encapsulation of the known charge amount can be extended to different types of multilayer material. The presented methodology might be used also for extended calibration of the PEA measurement system.
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Authors and Affiliations

Marek Florkowski
1
ORCID: ORCID
Maciej Kuniewski
1
ORCID: ORCID

  1. AGH University of Science and Technology, Department of Electrical and Power Engineering, al. Mickiewicza 30, 30-059 Kraków, Poland
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Abstract

Pea gravel is a kind of a coarse aggregate with a specific particle size used to fill the annular gap between the lining segments and the surrounding ground when tunnel construction with shield machines is performed in hard rock. The main purpose of the present study is to propose quantitative morphological indices of the pea gravel and to establish their relations with the void content of the aggregate and the compressive strength of the mixture of pea gravel and slurry (MPS). Results indicate that the pea gravel of the crushed rock generally have a larger void content than that of the river pebble, and the grain size has the highest influence on the void ratio. Elongation, roughness and angularity have moderate influences on the void ratio. The content of the oversize or undersize particles in the sample affects the void ratio of the granular assembly in a contrary way. The compressive strength of the MPS made with the river pebble is obviously smaller than that of the MPS made with the crushed rock. In the crushed rock samples, the compressive strength increases with the increase of the oversize particle content. The relations between the morphological properties and the void content, and the morphological properties and the compressive strength of the MPS are expressed as regression functions. The outcomes of this study would assist with quality assessments in TBM engineering for the selection of the pea gravel material and the prediction of the compressive strength of the MPS.
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Bibliography


[1] EFNARC. Specification and guidelines for the use of specialist products for Mechanized Tunnelling (TBM) in Soft Ground and Hard Rock. www.efnarc.org. 2005.
[2] Maidl B., Herrenknecht M., Maidl U., Wehrmeyer G. Mechanised shield tunnelling / 2nd ed. Ernst & Sohn, 2011.
[3] Pelizza S., Peila D., Borio L., Dal Negro E., Schulkins R. and Boscaro A. Analysis of the Performance of Two Component Back-filling Grout in Tunnel Boring Machines Operating under Face Pressure. Proceedings of ITAAITES World Tunnel Congress 2010: “Tunnel vision towards 2020”, Vancouver, May (2010), pp. 14–20.
[4] Maidl O. I. H. C. M. B., Schmid L., Ritz W., et al. Hardrock Tunnel Boring Machines. Ernst & Sohn, 2008. https://doi.org/10.1002/9783433600122
[5] Peila D., Luca B., Sebastiano P. The behaviour of a two-component backfilling grout used in a tunnel-boring machine. Acta Geotechnica Slovenica, 2011.
[6] Thewes M., Budach C. Grouting of the annular gap in shield tunnelling – an important factor for minimisation of settlements and production performance. Proceedings of the Ita, 2009.
[7] Henzinger M. R., Radončić N., Moritz B. A., et al. Backfill of segmental lining – State of the art, redistribution behaviour of pea gravel, possible improvements / Tübbingbettung – Stand der Technik, Umlagerungsverhalten von Perlkies, Verbesserungspotenzial. Geomechanik Und Tunnelbau. 9 (3): pp. 188–199, 2016.
[8] Lanaro F., Tolppanen P. 3D characterization of coarse aggregates. Engineering Geology. 65 (1): pp. 17–30, 2002. https://doi.org/10.1016/S0013-7952(01)00133-8
[9] Sengul Ö., Tasdemir C., Tasdemir M. A. Influence of aggregate type on mechanical behaviour of normal and high-strength concretes. ACI Mater J. 99 (6): pp. 528–533, 2002.
[10] Goble C. F., Cohen M. D. Influence of aggregate surface area on mechanical properties of mortar. ACI Mater J. 96 (6): pp. 657–662, 1999.
[11] Mehta P. K., Ezeldin A. S., Aitcin P. C. Effect of coarse aggregate on the behavior of normal and high-strength concretes. Cement Concrete and Aggregates. 13(2): p. 4, 1991. https://doi.org/10.1520/CCA10128J
[12] Cetin A., Carrasquillo R. L. High-performance concrete: influence of coarse aggregates on mechanical properties. ACI Mater J. 95 (3): pp. 252–261, 1998.
[13] Zhou F. P., Lydon F. D., Barr BIG. Effect of coarse aggregate on elastic modulus and compressive strength of high-performance concrete. Cem Concr Res. 25 (1): pp. 177–186, 1995. https://doi.org/10.1016/0008- 8846(94)00125-I
[14] Uddin M. T., Mahmood A. H. Effects of maximum aggregate size on upv of brick aggregate concrete. Ultrasonics. 69: pp. 129–136, 2016. https://doi.org/10.1016/j.ultras.2016.04.006
[15] Kawamoto R., Andrade J., Matsushima T. A 3-D mechanics-based particle shape index for granular materials. Mechanics Research Communications. 92: 67–73, 2018. https://doi.org/10.1016/j.mechrescom.2018.07.002
[16] Wu J., Wang L., Hou Y., et al. A digital image analysis of gravel aggregate using CT scanning technique. International Journal of Pavement Research and Technology. 11 (2): pp. 160–167, 2018. https://doi.org/10.1016/j.ijprt.2017.08.002
[17] Nikbin I. M., Beygi M. H. A., Kazemi M. T., et al. A comprehensive investigation into the effect of aging and coarse aggregate size and volume on mechanical properties of self-compacting concrete. Materials & Design. 59: pp. 199–210, 2014. https://doi.org/10.1016/j.matdes.2014.02.054
[18] Masad E., Jandhyala V. K., Dasgupta N., Somadevan N., Shashidhar N. Characterization of air void distribution in asphalt mixes using X-ray computed tomography. J Mater Civil Eng. 14 (2): pp. 122–129, 2002. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:2(122)
[19] Meddah M. S., Zitouni S., Belâabes S. Effect of content and particle size distribution of coarse aggregate on the compressive strength of concrete. Constr Build Mater. 24 (4): pp. 505–512, 2010. https://doi.org/10.1016/j.conbuildmat.2009.10.009
[20] Masad E., Button J. W. Unified imaging approach for measuring aggregate angularity and texture. Comput-Aided Civil Infrastruct Eng. 15: pp. 273–280, 2000. https://doi.org/10.1111/0885-9507.00191
[21] Caliskan S., Karihaloo B. L. Effect of surface roughness, type and size of model aggregates on the bond strength of aggregate/mortar interface. Interface Science. 12(4): pp. 361–374, 2004. https://doi.org/10.1023/B:INTS.0000042334.43266.62
[22] Zhang D., Huang X., Zhao Y. Investigation of the shape, size, angularity and surface texture properties of coarse aggregates. Constr Build Mater. 34: pp. 330–336, 2012. https://doi.org/10.1016/j.conbuildmat.2012.02.096
[23] Masad E., Muhunthan B., Shashidhar N., Harman T. Internal structure characterization of asphalt concrete using image analysis. Journal of Computing in Civil Engineering. 13 (2): pp. 88–95, 1999. https://doi.org/10.1061/(ASCE)0887-3801(1999)13:2(88)
[24] Mora C., Kwan A. Sphericity, shape factor, and convexity measurement of coarse aggregate for concrete using digital image processing. Cement & Concrete Research. 30 (3): pp. 351–358, 2000. https://doi.org/10.1016/S0008- 8846(99)00259-8
[25] Roussillon T., Piégay H., Sivignon I., Tougne L., Lavigne F. Automatic computation of pebble roundness using digital imagery and discrete geometry. Comput. Geosci. 35: pp. 1992–2000, 2009. https://doi.org/10.1016/j.cageo.2009.01.013
[26] Al-Rousan T., Masad E., Tutumluer E., Pan T. Evaluation of image analysis techniques for quantifying aggregate shape characteristics. Constr Build Mater. 21 (5): pp. 978–990, 2007. https://doi.org/10.1016/j.conbuildmat.2006.03.005
[27] Rao C., Tutumluer E., Kim I. T. Quantification of coarse aggregate angularity based on image analysis. Transport Res Rec. 1787: pp. 117–124, 2002. https://doi.org/10.3141/1787-13
[28] Drevin G. R. Computational methods for the determination of roundness of sedimentary particles. Math. Geol. 38: pp. 871–890, 2007. https://doi.org/10.1007/s11004-006-9051-y
[29] Montenegro Ríos A., Sarocchi D., Nahmad-Molinari Y., Borselli L. Form from projected shadow (FFPS): an algorithm for 3D shape analysis of sedimentary particles. Comput. Geosci. 60: pp. 98–108, 2013. https://doi.org/10.1016/j.cageo.2013.07.008
[30] Hayakawa Y., Oguchi T. Evaluation of gravel sphericity and roundness based on surface-area measurement with a laser scanner. Comput. Geosci. 31: pp. 735–741, 2005. https://doi.org/10.1016/j.cageo.2005.01.004
[31] Lin C. L., Miller J. D. 3D characterization and analysis of particle shape using X-ray microtomography (XMT). Powder Technol. 154: pp. 61–69, 2005. https://doi.org/10.1016/j.powtec.2005.04.031
[32] Zhao B., Wang J. 3D quantitative shape analysis on form, roundness, and compactness with μCT. Powder Technol. 291: pp. 262–275, 2016. https://doi.org/10.1016/j.powtec.2015.12.029
[33] Mathieu C., Hervé, Piégay, Jéro��me, Lavé, Lise V., Danang H. S., Sandy W. B., et al. Evaluating a 2d image-based computerized approach for measuring riverine pebble roundness. Geomorphology. 311: pp. 143–157, 2018. https://doi.org/10.1016/j.geomorph.2018.03.020
[34] Koohmishi M., Palassi M. Evaluation of morphological properties of railway ballast particles by image processing method. Transportation Geotechnics. 12: pp. 15–25, 2017. https://doi.org/10.1016/j.trgeo.2017.07.001
[35] Ding, X., Ma, T., Gao, W. Morphological characterization and mechanical analysis for coarse aggregate skeleton of asphalt mixture based on discrete-element modeling. Construction & Building Materials, 154 (Nov. 15): pp. 1048–1061, 2017. https://doi.org/10.1016/j.conbuildmat.2017.08.008
[36] Janoo, V. C., Bayer, J. J. The effect of aggregate angularity on base course performance. Effect of Aggregate Angularity on Base Course Performance. 2001.
[37] Jebli, M., Jamin, F., Malachanne, E., Garcia-Diaz, E., Youssoufi, M. E. Experimental characterization of mechanical properties of the cement-aggregate interface in concrete. Construction & Building Materials, 161 (Feb. 10): pp. 16–25, 2017. https://doi.org/10.1051/epjconf/201714012014
[38] Gu, X., Li, H., Wang, Z., Feng, L. Experimental study and application of mechanical properties for the interface between cobblestone aggregate and mortar in concrete – science direct. Construction and Building Materials, 46(46): pp. 156–166, 2013. https://doi.org/10.1016/j.conbuildmat.2013.04.028
[39] Koohmishi, M., Palassi, M. Evaluation of morphological properties of railway ballast particles by image processing method. Transportation Geotechnics. 12: pp. 15–25, 2017. https://doi.org/10.1016/j.trgeo.2017.07.001
[40] Siregar A. P. N., Rafiq M. I., Mulheron M. Experimental investigation of the effects of aggregate size distribution on the fracture behaviour of high strength concrete. Constr Build Mater. 150: pp. 252–259, 2017. https://doi.org/10.1016/j.conbuildmat.2017.05.142
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Authors and Affiliations

Jinliang Zhang
1
Qiuxiang Huang
2
ORCID: ORCID
Chao Hu
2
Zhiqiang Wang
1

  1. Yellow River Engineering Consulting Co., Ltd. Zhengzhou, Henan, China
  2. State Key Lab of Geohazard Prevention and Environment Protection (SKLGP), Chengdu University of Technology (CDUT), Chengdu, Sichuan, China
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Abstract

We examined whether allelochemical stress leads to increased lipoxygenase activity in roots of sweet maize (Zea mays L. ssp. saccharata), pea (Pisum sativum L.) and radish (Raphanus sativum L. var. radicula). The lipoxygenase activity of soluble and membrane-bound fractions was assessed in roots after exposure to ferulic and p-coumaric acids. Lipid peroxidation and membrane injury were determined as indicators of stress. Increased lipoxygenase activity of both studied fractions was followed by lipid peroxidation and plasma membrane injury. The results suggest the key role of lipoxygenase in plasma membrane injury during allelochemical stress caused by administration of hydroxycinnamic acids.

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Authors and Affiliations

Joanna Gmerek
Barbara Politycka

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