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Journal articles on the topic 'Deveplopment on the slope'

Author: Grafiati

Published: 28 June 2021

Last updated: 29 July 2025

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1

Trianita, Della Diyan, Muhammad Ilham Wardhana Haeruddin, and Agung Widhi Kurniawan. "PENGARUH PROGRAM SUMBER DAYA MANUSIA TERHADAP KINERJA KARYAWAN PT. TIRTA SUKSES PERKASA GOWA." Jurnal Manajemen 3, no. 2 (2023): 123. http://dx.doi.org/10.26858/jm.v3i2.53997.

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Abstrak. Penelitian ini bertujuan untuk mengetahui apakah terdapat pengaruh program pengembangan sumber daya manusia terhadap kinerja karyawan PT. Tirta Sukses Perkasa Gowa. Variabel bebas pada penelitian ini adalah pengembangan sumber daya alam sedangkan variabel terikatnya adalah kinerja karyawan. Jenis penelitian ini adalah penelitian kuantitatif. Jumlah responden dalam penelitian ini berjumlah 50 orang. Teknik analisis data yang digunakan adalah analisis regresi sederhana dengan menggunakan spss 22 for windows. Hasil penelitian ini yang diperoleh dari uji t menunjukkan pengaruh yang signif

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2

Adawiyah, Auliya Robiah, and Kowiyah Kowiyah. "Pengembangan Media Kartu Domino pada Pembelajaran Matematika Operasi Perkalian Siswa Sekolah Dasar." Jurnal Basicedu 5, no. 4 (2021): 2370–76. http://dx.doi.org/10.31004/basicedu.v5i4.1224.

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Penelitian ini bertujuan guna menguji kevalidan serta kepraktisan media pembelajaran matematika operasi perkalian. Metode pada penelitian ini yaitu Research and Deveplopment dengan model ADDIE yang mencakup Analysis, Design, Deveplopment, Implementation, Evaluation. Penelitian ini diuji cobakan kepada siswa kelas IV SDN Jelambar Baru 05. Instrumen penelitian ini menggunakan validasi ahli, angket guru dan peserta didik. Hasil analisis dari data validator dan tanggapan siswa tentang kartu domino ini berhasil menajamkan pikiran peserta didik dalam berhitung karena mereka dapat belajar sekalian be

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3

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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4

Yevstafieva, V., O. Omelchenko, V. Melnychuk, et al. "Influence of Tempetature on Viability and Deveplopment of Heterakis gallinarum (Nematoda, Heterakidae) Eggs." zoodiversity 58, no. 5 (2024): 435–44. http://dx.doi.org/10.15407/zoo2024.05.435.

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Pinworms of the genus Heterakis Dujardin, 1845 parasitize a wide range of hosts, including a number of species of domestic and wild birds. These nematodes are ecologically adapted to the climatic conditions of many geographical zones, which contributes to their widespread distribution. The aim of the work was to investigate the influence of different temperature regimes at laboratory conditions on the growth, development and viability of eggs isolated from the gonads of female nematodes Heterakis gallinarum Schrank, 1788. The conducted studies established that, depending on the cultivation tem

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5

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 (2018): 54–65. http://dx.doi.org/10.29252/aums.7.1.54.

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6

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 (1988): 812. http://dx.doi.org/10.1016/0090-6980(88)90188-8.

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7

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 (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 berger

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8

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 (2018): 520–25. http://dx.doi.org/10.1097/brs.0000000000002371.

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9

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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10

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

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11

Thomas, Laurie. "The Slope." World Literature Today 95, no. 2 (2021): 68–71. http://dx.doi.org/10.1353/wlt.2021.0162.

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12

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

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13

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

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14

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

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15

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

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16

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

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17

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

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18

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

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19

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

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20

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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21

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

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22

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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23

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

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24

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

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25

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

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26

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

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27

Idrus, Juliana, Norhanizah Hamzah, Rozaini Ramli, Masyitah Md Nujid, and Siti Fatimah Sadikon. "Enhancing Slope Stability with Different Slope Stabilization Measures: A Case Study using SLOPE/W Software." Jurnal Kejuruteraan 35, no. 6 (2023): 1427–34. http://dx.doi.org/10.17576/jkukm-2023-35(6)-15.

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This paper presents a case study of an existing slope at Taman Kelab Ukay, Ampang, Selangor. A potential slope failure is predicted as the nearby surrounded slope failed due to low self-retaining strength caused by prolonged and intense rainfall. The slope stability is analyzed by the Limit Equilibrium Method (LEM) using Geo-Studio 2018 (SLOPE/W) software to investigate the slope’s Factor of Safety (FOS). The slope stability analysis confirms that the existing slope only provides the FOS of 1.028, which does not meet the minimum FOS of 1.30 of JKR Guidelines for Slope Design (2010) for untreat

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28

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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29

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 sl

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30

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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31

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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32

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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33

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 vert

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34

郭, 谷芳. "Stability Analysis of Slope Based on Slope/W Software." Hans Journal of Civil Engineering 13, no. 06 (2024): 952–57. http://dx.doi.org/10.12677/hjce.2024.136103.

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35

Shinoda, Masahiro, Kenji Watanabe, Taisuke Sanagawa, et al. "Dynamic behavior of slope models with various slope inclinations." Soils and Foundations 55, no. 1 (2015): 127–42. http://dx.doi.org/10.1016/j.sandf.2014.12.010.

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36

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 (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 sedi

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37

Yang, Chun Xia, Pei Qing Xiao, Bin Zhen, Zhen Zhou Shen, and Li Li. "Effects of Vegetation Cover on Runoff and Sediment in Field Prototype Slope by Experimental." Advanced Materials Research 518-523 (May 2012): 4707–11. http://dx.doi.org/10.4028/www.scientific.net/amr.518-523.4707.

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The characteristics as well as the correlation between runoff and erosion was studied under 3 kinds of cover conditions of bare-slope, artificial grass slope and ecological-restoration slope with 20°slope gradient by runoff scouring intensities of 9l/min. The results showed that: (1) Sediment yield which sourced from artificial grass slope and ecological-restoration slope was separately decreased by 95% and 98% than bare slope, and the runoff reduced by 20% and 50% than bare slope respectively; The infiltration rates of the two kinds of grass slope were higher than the bare slope by 38.32% to

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38

Essien, O.A., C.D. Etim, O.R. Akata, F.E. Ben, and P.S. Essien. "Comparative Evaluation of Selected Soil Properties along Toposeqences on Acid Soils in Akwa Ibom State, Nigeria." International Journal of Recent Innovations in Academic Research 9, no. 1 (2025): 54–68. https://doi.org/10.5281/zenodo.15012257.

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A research was conducted to compare selected soil properties as effected by toposequence on acid soil in Akwa Ibom State, Nigeria. Three locations were selected for the study, at each location, soil sample were collected along toposequence (upper, middle and lower slope), giving a total of 27 samples. Soil samples were analysed in the laboratory for physical and chemical properties. Data generated were subjected to descriptive statistics, analysis of variance and correlation analysis. The result shows that lower slope (929.56g kg<sup>-1</sup>) had the highest mean value of total sand > uppe

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39

Ning, Liu, Zhao Xiao-Guang, Song Shi-Jie, and Zhou Wen-Fu. "Effect of Underground Coal Mining on Slope Morphology and Soil Erosion." Mathematical Problems in Engineering 2019 (October 31, 2019): 1–12. http://dx.doi.org/10.1155/2019/5285126.

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Underground coal mining will cause large-scale surrounding rock movement, resulting in surface subsidence and irreversible deformation of surface morphology, which would lead to geological disasters and ecological environment problems. In this paper, FLAC3D numerical model is built based on the natural slope gradient, slope type, and included angle between the slope and working face, and their influences on the change of surface morphology and soil erosion caused by underground coal mining is studied. Research results show that the change of slope gradient caused by underground mining decrease

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40

Zhou, Zhijun, Chenning Ren, Guanjun Xu, Haochen Zhan, and Tong Liu. "Dynamic Failure Mode and Dynamic Response of High Slope Using Shaking Table Test." Shock and Vibration 2019 (March 25, 2019): 1–19. http://dx.doi.org/10.1155/2019/4802740.

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A shaking table test was performed to study the dynamic response and failure modes of high slope. Test results show that PGA amplification coefficients increased with increasing elevation and the PGA amplification coefficient of the concave slope was slightly larger than that of the convex slope. The slope type affected the dynamic response of the slope. The elevation amplification effect of the concave slope under seismic load was more significant than that of the convex slope; thus, the concave slope was more unstable than the convex slope. Additionally, the PGA amplification coefficient mea

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41

Ding, Shu Yun, Qing Tao Bi, and Qi Wu. "Analysis of Protection Engineering for High Slope in Western Henan Province." Applied Mechanics and Materials 438-439 (October 2013): 1205–9. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.1205.

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Multistage discharge gentle slope combined with wide platform was adopted in the protection for high slope of highway in loess area, but vertical slope was often adopted at construction engineering of high slope as there was no enough site space for step-slope under the construction of urbanization in the western loess region of Henan province. A typical loess high slope in Lingbao city was taken to discuss the prevention measures for upright loess high slope. Design parameters for slope protection was given in detail, approach on the control plan for deformation has both excavation slope of 3

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42

Zhi, Song, and Liu Yang. "Dynamic Response Differences Between Bedding and Counter-Tilt Rock Slopes with Intercalated Weak Layers." Journal of Disaster Research 11, no. 4 (2016): 681–90. http://dx.doi.org/10.20965/jdr.2016.p0681.

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Bedding and counter-tilt rock slope with intercalated weak layers are common geological bodies in west China, the dynamic response research will guide the anti-seismic reinforcement of bedding and counter-tilt rock slope with intercalated weak layer effectively. Two test models of bedding rock slope with intercalated weak layer and counter-tilt rock slope with intercalated weak layer, which are in the same size, have been designed and developed. A large scale shaking table test has been performed to analyze the dynamic response difference of bedding and counter-tilt rock slope with intercalate

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43

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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44

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

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45

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

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46

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

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47

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

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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

Moore, James G., and Robert K. Mark. "World slope map." Eos, Transactions American Geophysical Union 67, no. 48 (1986): 1353. http://dx.doi.org/10.1029/eo067i048p01353-01.

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50

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

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