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Journal articles on the topic 'Deveplopment on the slope'

Author: Grafiati

Published: 28 June 2021

Last updated: 3 February 2022

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1

Ge, Yan, and Ye Wu. "Analysis of soil structure effects based on geothermal deveplopment." IOP Conference Series: Earth and Environmental Science 267 (June 8, 2019): 032089. http://dx.doi.org/10.1088/1755-1315/267/3/032089.

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2

Sagach, V. F., A. V. Dmitrieva, and A. A. Bogomoletz. "Influence of BN 52021 on the cardio- and hemodynamic changes during deveplopment of the postischemic shock reaction." Prostaglandins 35, no. 5 (May 1988): 812. http://dx.doi.org/10.1016/0090-6980(88)90188-8.

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3

Jamali, Elahe, and Mehrdad Shariati. "The Study of Testicular Deveplopment in Newborn Male Rats from the Mothers Treated with Maprotiline Hydrochloride Drug." Alborz University Medical Journal 7, no. 1 (February 1, 2018): 54–65. http://dx.doi.org/10.29252/aums.7.1.54.

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4

Arismunandar, Ridho, Aghus Sofwan, and Yuli Christyono. "APLIKASI NATURAR PENGENALAN PERATURAN DASAR BARIS BERBARIS (PBB) BERBASIS AUGMENTED REALITY PADA PERANGKAT BERGERAK ANDROID." TRANSIENT 6, no. 3 (November 14, 2017): 514. http://dx.doi.org/10.14710/transient.6.3.514-519.

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Peraturan Baris Berbaris merupakan suatu kegiatan yang dilaksanakan untuk menanamkan kebiasaan tata cara hidup yang disipin pada suatu organisasi masyarakat ataupun disetiap individu manusia yang diarahkan terhadap terbentuknya perwatakan tertentu. Dari banyaknya bentuk PBB tidak semua masyarakat mengetahui informasi yang jelas tentang dasar baris berbaris. Dengan penggunaan perangkat telepon bergerak sebagai suatu system pencarian informasi sudah menjadi hak yang sering dilakukan. Sifat perangkat telepon yang mudah dibawa dang dengan teknologi yang semakin maju memuat perangkat telepon bergerak lebih efisienuntuk digunakan daripada menggunakan komputer. Berdasarkan kebutuhan tersebut, dirancang sebuah Aplikasi Peraturan Baris Berbaris berbasis Markerless Augmented Reality yang dioperasikan pad perangkat telepon bergerak berbasis android, sebagai sarana edukasi dan informasi mengenai dasar peraturan baris berbaris PBB. Sistem ini dibangun dengan menggunakan Aplikasi yang ditanam pada klien yang merupakan perangkat Android untuk mengakses sistem yang berada pada server. Aplikasi ini berbasis Augmented Reality yang dibuat menggunakan Unity3D dengan Vuforia sebagai Software Deveplopment Kit. Fungsi utama dari aplikasi ini adalah memberikan informasi pada pengguna berupa informasi lengkap tentang dasar peraturan baris berbaris PBB. Hasil implementasi menunjukkan aplikasi telah dibuat sesuai dengan perancangan yang direncanakan. Pada pengujian alfa dilakukan pengujian tiap fitus aplikasi dengan hasil pengujian dengan status berhasil. Hasil pengujian menunjukkan rata-rata waktu menjalankan aplikasi hingga melakukan pemindaian yang dibutuhkan dalam memindai marker adalah 11,6detik. Nilai kepuasaan responden menunjukkan nilai kepuasan 89,5

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5

Tamai, Koji, Zorica Buser, Permsak Paholpak, Kittipong Sessumpun, Hiroaki Nakamura, and Jeffrey C. Wang. "Can C7 Slope Substitute the T1 slope?" SPINE 43, no. 7 (April 2018): 520–25. http://dx.doi.org/10.1097/brs.0000000000002371.

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6

Mobilio, Albert. "Talus Slope." Grand Street, no. 44 (1993): 78. http://dx.doi.org/10.2307/25007615.

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7

Miller, Mark D. "Slippery Slope." JBJS Orthopaedic Highlights: Sports Medicine 2, no. 8 (August 1, 2012): e1. http://dx.doi.org/10.2106/jbjs.sm.l.00258.

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8

Reider, Bruce. "Slippery Slope." American Journal of Sports Medicine 47, no. 2 (February 2019): 273–76. http://dx.doi.org/10.1177/0363546519825850.

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9

HENSEL, WILLIAM A. "THE SLOPE." Academic Medicine 77, no. 3 (March 2002): 229. http://dx.doi.org/10.1097/00001888-200203000-00010.

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10

Hawley, R. J. "Slippery slope." Neurology 45, no. 5 (May 1, 1995): 1032. http://dx.doi.org/10.1212/wnl.45.5.1032.

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11

Yochelson, Ellis L. "Slippery slope." Nature 359, no. 6394 (October 1992): 452. http://dx.doi.org/10.1038/359452a0.

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12

Arif, Zeba. "Slippery slope." Nursing Standard 26, no. 22 (February 2012): 28. http://dx.doi.org/10.7748/ns.26.22.28.s35.

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13

Smith, DVL. "Slippery slope?" Research World 2018, no. 69 (March 2018): 18–21. http://dx.doi.org/10.1002/rwm3.20636.

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14

Kornei, Katherine. "Slippery Slope." Scientific American 319, no. 4 (September 18, 2018): 12–14. http://dx.doi.org/10.1038/scientificamerican1018-12.

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15

Ethan Paquin. "Slope Editions." American Book Review 31, no. 4 (2010): 11. http://dx.doi.org/10.1353/abr.0.0154.

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16

ANDRÉ, YVES. "SLOPE FILTRATIONS." Confluentes Mathematici 01, no. 01 (May 2009): 1–85. http://dx.doi.org/10.1142/s179374420900002x.

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17

Thomas. "The Slope." World Literature Today 95, no. 2 (2021): 68. http://dx.doi.org/10.7588/worllitetoda.95.2.0068.

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18

SAKO, Kazunari, Mituhide YAMADA, and Ryosuke KITAMURA. "A New Slope Stability Analysis for Shirasu Slope." Journal of applied mechanics 3 (2000): 497–503. http://dx.doi.org/10.2208/journalam.3.497.

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19

Hickey, Robert. "Slope Angle and Slope Length Solutions for GIS." Cartography 29, no. 1 (June 2000): 1–8. http://dx.doi.org/10.1080/00690805.2000.9714334.

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20

Palasantzas, George. "Slope-slope correlations for self-affine rough surfaces." Solid State Communications 100, no. 10 (December 1996): 699–703. http://dx.doi.org/10.1016/0038-1098(96)00484-x.

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21

Bar, Neil, and Nick Barton. "The Q-Slope Method for Rock Slope Engineering." Rock Mechanics and Rock Engineering 50, no. 12 (August 31, 2017): 3307–22. http://dx.doi.org/10.1007/s00603-017-1305-0.

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22

Corner, Adam, and Ulrike Hahn. "Evaluating the Meta-Slope: Is there a Slippery Slope Argument against Slippery Slope Arguments?" Argumentation 21, no. 4 (October 16, 2007): 349–59. http://dx.doi.org/10.1007/s10503-007-9047-x.

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23

Wen, Sen, Li Min Zhao, and Yu Qing Yuan. "Study on Slope Surface Shape of Homogeneous Soil Slope." Applied Mechanics and Materials 170-173 (May 2012): 1158–61. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.1158.

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The research on slope is concentrated on stability analysis at present. Although there is little research on slope surface shape, it has important theoretical and practical significance. Based on guaranteeing the same earthwork, the shape of slope surfaces between single gradient slope surface and two-gradient slope surface whose lower part is steeper than upper part are compared. It’s concluded that (1) based on guaranteeing the same earthwork, two-gradient slope surface, whose lower part is steeper than upper part, is stabler than single gradient slope surface and when the lower part is vertical wall, the slope is stablest; (2) the height of vertical wall has a knee point, i.e. when more than this value ,the stability of slope decreases.

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24

ITOH, Kazuya, and Yasuo TOYOSAWA. "FIELD TEST OF SLOPE FAILURE DURING SLOPE CUTTING WORK." Doboku Gakkai Ronbunshuu C 65, no. 1 (2009): 254–65. http://dx.doi.org/10.2208/jscejc.65.254.

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25

ITOH, Kazuya, Sumine KUSAKABE, Takuma KOITABASHI, Yasuo TOYOSAWA, and Naoaki SUEMASA. "PHYSICAL MODELLING OF SLOPE FAILURE DURING SLOPE CUTTING WORK." Doboku Gakkai Ronbunshuu C 66, no. 2 (2010): 250–63. http://dx.doi.org/10.2208/jscejc.66.250.

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26

Zhang, Jun Hui, and Shi Guo Sun. "Slip Field of Slope Method for Complex Geological Slope." Applied Mechanics and Materials 711 (December 2014): 366–69. http://dx.doi.org/10.4028/www.scientific.net/amm.711.366.

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A new slip field of slope method based on finite element mesh generated by abaqus is introduced. In this method the weight of soil mass beyond the slip surface is calculated by summing the weight of every finite element mesh beyond the slip surface, which are generated by abaqus software. Similarly, the sliding resistance force on the slip surface is calculated by summing the resistance force of every finite element mesh on the slip surface, which are generated by abaqus software. By this way, the difficult work to identify whether a soil mass is beyond or on the slip surface in traditional slip field method is changed to simple adding operation in this new method. Thus, the new slip field of slope method can be used to analyze the complex geological slope.

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27

Shinoda, Masahiro, Kenji Watanabe, Taisuke Sanagawa, Keita Abe, Hidetaka Nakamura, Tadashi Kawai, and Susumu Nakamura. "Dynamic behavior of slope models with various slope inclinations." Soils and Foundations 55, no. 1 (February 2015): 127–42. http://dx.doi.org/10.1016/j.sandf.2014.12.010.

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28

Pratson, Lincoln F., and William F. Haxby. "What is the slope of the U.S. continental slope?" Geology 24, no. 1 (1996): 3. http://dx.doi.org/10.1130/0091-7613(1996)024<0003:witsot>2.3.co;2.

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29

Stasenko, L. N., N. A. Radgapova, A. Sh Risbekov, N. Z. Sadikov, and A. Aydarbek u. "ASSESSMENT OF CRITICAL SLOPE OF AVALANCHE – HAZARDOUS MOUNTAIN SLOPE." Herald of KSUCTA n a N Isanov, no. 2-2020 (July 6, 2020): 206–10. http://dx.doi.org/10.35803/1694-5298.2020.2.206-210.

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One of the mandatory conditions for the formation of snow avalanches is the presence of a certain slope of the mountain slope. The forces acting on a snow layer located on a mountain slope, the conditions of its equilibrium and possible shift without taking into account external forces are considered in the article. The critical slope steepness is calculated

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30

ΧΑΣΙΩΤΗΣ, Θ., Γ. ΠΑΠΑΘΕΟΔΩΡΟΥ, and Γ. ΦΕΡΕΝΤΙΝΟΣ. "Surficial mass movements and submarine slope stability analysis between Kerkyra and Paxi slope (Western Greek slope)." Bulletin of the Geological Society of Greece 34, no. 2 (August 1, 2018): 663. http://dx.doi.org/10.12681/bgsg.17127.

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This paper presents the results of a marine geophysical/geotechnical survey, which was carried out between Kerkyra and Paxi slope (part of the western Greek slope). The main bathymorphological features are numerous canyons and intercanyon ridges that exhibit high slope gradients (up to 30Ί). The canyon flanks as well as the ridges are affected by numerous mass movements that include slides, rotated sediment blocks, well-expresed sediment detachment surfaces, mass flows and creeping. Most of the aforementioned movememtns present a retrogressive action of the failure mechanism. The unstable sediment masses are often transported through the canyons and are deposited in the adjacent basin creating a sequence of alternating mass flow deposits and turbiditic/hemipelagic sediments. The gravity cores collected along two ridges, in the Kerkyra and Paxi slopes, revealed a certain sedimentary sequence consisting of calcareous ooze, oxidized mud and a sapropel layer overlaying hemipelagic mud. Along those sediment facies turbiditic muddy to sandy deposits usually appear. The main geotechnical characteristics of these lithofacies are the low undrained shear strength and high water content in the sapropel layer and the inverse relationship of the abovementioned properties in the oxidized mud. The water content of all the sediments is higher than the liquid limit indicating the very soft nature of the deposits and the possible destabilization upon disturbance (i.e. earthquake). The stability of the sedimentary cover was evaluated using the infinite slope, the Bishop and the Janbu methods. The main results that stemmed from the analysis are that (i) the Kerkyra slope is unstable both in static and dynamic conditions and (ii) the Paxi slope is unstable in dynamic conditions, whilst the very surficial layers (<1.5m in thickness) can be also unstable under static conditions. The possible failure planes are located 5-20m under the seabed. The absence of the oxidized mud and sapropel layers in the Kerkyra slope as well as their presence in the Paxi slope, and the presence of an episapropelic layer in the Kerkira-Paxi basin are all indicative of the unstable nature of the seafloor. Cyclic loading by earthquakes, high slope gradients and sediment bedding parallel to the slope are believed to be the predominant slope failure mechanisms in the surveyed area.

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31

OSHIMA, Tadashi, and Takeshi AMISHIMA. "Slope Monitoring System." Journal of The Institute of Electrical Engineers of Japan 140, no. 3 (March 1, 2020): 154–57. http://dx.doi.org/10.1541/ieejjournal.140.154.

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32

SOKOLOV, N. S. "Strengthening Landslide Slope." Stroitel'nye Materialy 765, no. 11 (2018): 44–55. http://dx.doi.org/10.31659/0585-430x-2018-765-11-44-55.

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33

ZAREBA, WOJCIECH. "QT‐RR Slope:." Journal of Cardiovascular Electrophysiology 14, no. 3 (March 2003): 234–35. http://dx.doi.org/10.1046/j.1540-8167.2003.02567.x.

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34

Gross, Andrew W., Aroucha Vickers, Andrew G. Lee, John J. Chen, and M. Tariq Bhatti. "A slippery slope." Survey of Ophthalmology 64, no. 6 (November 2019): 884–90. http://dx.doi.org/10.1016/j.survophthal.2018.10.006.

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35

VanderWilde, Russell S., and Ralph A. Gambardella. "On-Slope Emergencies." Physician and Sportsmedicine 21, no. 3 (March 1993): 35–53. http://dx.doi.org/10.1080/00913847.1993.11710330.

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36

Gimbel, Howard V. "Down slope sculpting." Journal of Cataract & Refractive Surgery 18, no. 6 (November 1992): 614–18. http://dx.doi.org/10.1016/s0886-3350(13)80454-3.

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37

WHITE, DAVID E. "SLIPPERY SLOPE ARGUMENTS." Metaphilosophy 16, no. 2-3 (April 1985): 206–13. http://dx.doi.org/10.1111/j.1467-9973.1985.tb00165.x.

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38

Spence, D. "The slippery slope." BMJ 338, mar18 1 (March 18, 2009): b1119. http://dx.doi.org/10.1136/bmj.b1119.

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39

Korsunsky, Boris. "A Slippery Slope." Physics Teacher 40, no. 7 (October 2002): 444. http://dx.doi.org/10.1119/1.1558125.

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40

Malament, David B. "Norton’s Slippery Slope." Philosophy of Science 75, no. 5 (December 2008): 799–816. http://dx.doi.org/10.1086/594525.

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41

Benecchi, Luigi, Anna Maria Pieri, Carmelo Destro Pastizzaro, and Michele Potenzoni. "Ln PSA SLOPE." Journal of Urology 179, no. 4S (April 2008): 644–45. http://dx.doi.org/10.1016/s0022-5347(08)61885-6.

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42

Zandt, George. "The slippery slope." Nature 417, no. 6888 (May 2002): 497–98. http://dx.doi.org/10.1038/417497a.

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43

Cardini, Daniela. "A Slippery Slope." VIEW Journal of European Television History and Culture 6, no. 11 (September 22, 2017): 22. http://dx.doi.org/10.18146/2213-0969.2017.jethc120.

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Prior to the mid-nineties, Italian television did not produce any soap operas. Daytime serials were imported mainly from the USA. Unexpectedly, the most commercial television genre was produced for the first time by the public service broadcaster: Un posto al sole was aired by RAI in 1996. The commercial competitor Mediaset immediately responded with Vivere in 1998 and CentoVetrine in 2001. Today, Un posto al sole is still on air, while both Mediaset’s soaps were cancelled. The paper will focus on the rise and fall of domestic long-running daytime serials, on the different choices taken by the two competitors and on the perspectives of the genre in Italian schedules.

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44

Hearn, G. J., and T. Hunt. "D1 Slope management." Geological Society, London, Engineering Geology Special Publications 24, no. 1 (2011): 269–84. http://dx.doi.org/10.1144/egsp24.17.

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45

André, Yves. "Slope filtrations: Erratum." Confluentes Mathematici 12, no. 1 (September 25, 2020): 147–48. http://dx.doi.org/10.5802/cml.64.

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46

Cullen, Neville DeB. "The Perilous Slope." Monthly Review 37, no. 10 (March 4, 1986): 37. http://dx.doi.org/10.14452/mr-037-10-1986-03_4.

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47

Newhouse, Robin P., Joan C. Pettit, Stephanie Poe, and Laura Rocco. "The Slippery Slope." JONA: The Journal of Nursing Administration 36, no. 4 (April 2006): 211–19. http://dx.doi.org/10.1097/00005110-200604000-00011.

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48

Mengason, Alysse. "The Bunny Slope." Neurology Now 11, no. 3 (2015): 50. http://dx.doi.org/10.1097/01.nnn.0000466749.30366.ce.

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49

Keown, J. "Tallis's slippery slope." BMJ 342, may25 1 (May 25, 2011): d3182. http://dx.doi.org/10.1136/bmj.d3182.

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50

Jefferson, Anneli. "Slippery Slope Arguments." Philosophy Compass 9, no. 10 (October 2014): 672–80. http://dx.doi.org/10.1111/phc3.12161.

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