piles, Communication presented at GeoEdmonton 2008. Proc. Can. Geot. Conf., (p. pp. 1492-1498.). | |
33. | Fredlund, D. G. (1984), Analytical methods for slope stability analysis, State- of-the-Art. Communication presented at Proc. 4th Int. Symp. Landslides, 1, Toronto (p. 229-250). |
34. | Fredlund, D. G. (1995), The stability of slopes with negative pore water pressures, Communication presented at Proceedings, Ian Boyd Donald Symposium on Modern Developements in Geomechanics, Monash university, Melbourne, Australia (p. pp. 99- 116). |
35. | Fredlund, D. G., Morgenstern, N. R., & Widger, R. A. (1978), The shear strength of unsaturated soils, Canadian Geotechnical Journal, 15(3), 313-321. |
36. | Fredlund, D.G. and Xing, A. (1994), Equations for the Soil-Water Characteristic Curve, Canadian Geotechnical Journal, 31, 521-532. |
37. | Fredlund, D.G. and Rahardjo, H (1993), “Soil mechanics for unsaturated soils”, John Wiley and Sons, INC., New York. |
38. | Gavin, K., & Xue, J. (2010), Design Charts for the Stability Analysis of Unsaturated Soil Slopes, Geotechnical and Geological Engineering, 28(1), 79-90. |
39. | Guan GS, Rahardjo H, Choon LE (2010), Shear strength equations for unsaturated soil under drying and wetting, J Geotech Geoenviron Eng 136:594-606 |
40. | Guzzetti, F., Peruccacci, S., Rossi, M., & Stark, C. P. (2007), Rainfall thresholds for the initiation of landslides in central and southern Europe, Meteorology and Atmospheric Physics, 98(3-4), 239-267 |
41. | Han Liu, Theory analysis and experiental reseach for time-rependent slope stability in surface mine, China University of mining and technology, 2015. |
42. | Han Liu, Theory and Experimental Research on Slope Stability Analysis in Open- pit Mine [D], Xuzhou: China University of Mining and Technology, 2015. |
43. | Hou Dinggui, Tao Zhigang, Hao Zhenli, Wang Jiamin (2015), Numerical Analysis of Rainfall Saturated-Unsaturated Seepage and Stability of |
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Xem toàn bộ 222 trang tài liệu này.
Expansive Soil Slope with Fissures, International Conference on Structural, Mechanical and Materials Engineering (ICSMME 2015). | |
44. | Huat, B. B., Ali, F. H., & Low, T. (2006), Water infiltration characteristics of unsaturated soil slope and its effect on suction and stability, Geotechnical & Geological Engineering, 24(5), 1293-1306 |
45. | Hughes, R. (1987), The Finite Element Method: Linear Static and Dynamic Finite Element Analysis, Prentice-Hall, Englewood Cliffs. |
46. | Igo, M. (2006), Two-dimensional parametric study of rainfall infiltration into slopes, (M. Sc. Thesis, Tufts University). |
47. | Laloui L, Ferrari A, Eichenberger J (2010), Effect of climate change on landslide behaviour, Geo-Strata Geo Inst ASCE 14(5):36-41 |
48. | Lee, L. M., Kassim, A., & Gofar, N. (2011), Performances of two instrumented laboratory models for the study of rainfall infiltration into unsaturated soils, Engineering Geology, 117(1), 78-89. |
49. | Leps, T. M. (1970), Review of shearing strength of rockfill, Journal of the Soil Mechanics and Foundations Division, 96(4), 1159-1170. |
50. | Liu, H., & Liu, Z. (2010), Recycling utilization patterns of coal mining waste in China, Resources, Conservation and Recycling 54, 1331–1340 |
51. | Marsal, R. J. (1967), Large-scale testing of rockfill materials, Journal of the Soil Mechanics and Foundations Division, 93(2), 27-43. |
52. | Maryam Maknoon. (2016), Slope stability analyses of waste rock piles under unsaturated conditions following large precipitations, Du diplôme de philosophiae doctor. |
53. | McLemore, V. T., Fakhimi, A., van Zyl, D., Ayakwah, G. F., Anim, K., Boakye, K. (2009), Literature review of other rock piles: characterization, weathering, and stability, New Mexico Bureau of Geology and Mineral Resources. |
54. | MESA (Mining Enforcement and Safety Administration) (1975), Engineering and Design Manual – Coal Refuse Disposal Facilities. Report prepared for US Dept. Int., Mining Enforcement and Safety Administration by E. D’Appolonia Consulting Engineers, Inc. USGPO, Washington. |
55. | Mukhlisin, M., Kosugi, K. i., Satofuka, Y., & Mizuyama, T. (2006), Effects |
of soil porosity on slope stability and debris flow runout at a weathered granitic hillslope, Vadose Zone Journal, 5(1), 283-295. | |
56. | Muntohar AS, Liao HJ (2009), Analysis of rainfall-induced infinite slope failure during typhoon using a hydrological- geotechnical model, Environ Geol 56:1145-1159 |
57. | Ng, C., & Shi, Q. (1998), A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage, Computers and geotechnics, 22(1), 1-28. |
58. | Pearce, S., Lehane, S., & Pearce, J. (2016), Waste Material Placement options During Construction and Closure Risk Reduction - QUantifying the How, the Why, and the How much, Mine Closure 2016 - AB Fourie and M Tibbett (eds) (pp. 865-700). Perch, Australia: Australian Centre for Geomechanics. |
59. | Pirone, M., Papa, R., Nicotera, M. V., & Urciuoli, G. (2015), In situ monitoring of the groundwater field in an unsaturated pyroclastic slope for slope stability evaluation, Landslides, 12(2), 259-276. |
60. | Piteau Associates Engineering (1991), Mined rock and overburden piles: Investigation and design manual, Prepared for British Columbia Mine Dump Committee and Ministry of Energy and Mines. |
61. | Poisson J, Chouteau M, Aubertin M, Campos D (2009), Geophysical experiments to image the shallow internal structure and the moisture distribution of a mine waste rock pile, J Appl Geophys 67:179-192 |
62. | Rahardjo H, Ong T, Rezaur R, Leong EC (2007), Factors controlling instability of homogeneous soil slopes under rainfall, J Geotech Geoenviron Eng 133:1532-1543 |
63. | Rahardjo, H., Lee, T. T., Leong, E. C., & Rezaur, R. B. (2005), Response of a residual soil slope to rainfall, Canadian Geotechnical Journal, 42(2), 340- 351. |
64. | Rahimi, A., Rahardjo, H., & Leong, E.-C. (2010), Effect of antecedent rainfall patterns on rainfall-induced slope failure, Journal of Geotechnical and Geoenvironmental Engineering, 137(5), 483-491. |
Read J, Stacey P (2009), Guidelines for Open Pit Slope Design, CSIRO Publishing, Melbourne, and CRC Press/ Balkema, Rotterdam. | |
66. | Robertson, A. M. (1982), Deformation and Monitoring of Waste Dump Slopes, (p. p.16) |
67. | Robinson JD, Vahedifard F, AghaKouchak A (2016), Rainfalltriggered slope instabilities under a changing climate: comparative study using historical and projected precipitation extremes, Can Geotech J 54:117-127 |
68. | Shakeel Ahmad (2012), A Contribution to Open Pit Hard Coal Mine Waste Rock Management - Comparing Sidehill Fill with Layered Dumping, Aachen University, 21.11.2012. |
69. | Sruti Narwal, Jagriti Mandal and Dr. S.S. Gupte (2017), Optimisation of Overburden Dump Capacity using Limit Equilibrium and Finite Element Techniques, International Journal of Engineering Research & Technology (IJERT) , ISSN: 2278-0181 IJERTV6IS050362 |
70. | Strang, G. and Fix, J. (1973), An Analysis of the Finite Element Method, Prentice-Hall, Englewood Cliffs. |
71. | Supandi Sujatono, (2021), The determination of mine waste dump material properties through back analysis, Journal of King Saud University – Engineering Sciences. |
72. | Tachie-Menson, S. (2006), Characterization of the acid-producing potential and investigation of its effect on weathering of the Goathill North Rock Pile at the Questa Molybdenum Mine, New Mexico, M. Sc. Thesis, New Mexico institute of mining and technology, Socorro, NM. |
73. | Tsedendorj Amarsaikhan, Hideki Shimada, Sugeng Wahyudi, Takashi Sasaoka, Akihiro Hamanaka (2018), Optimization of Dump Bench Configuration to Improve Waste Dump Capacity of Narynsukhait Open Pit Coal Mine, International Journal of Geosciences, 2018, 9, 379-396, Sciencetific Research Publishing |
74. | USBM (US Department of Interior, Bureau of Mines) (1982), Development of Systematic Waste Disposal Plans for Metal and Nonmetal Mines, Minerals research contract report (Contract No. J0208033) prepared for US |
Department of Interior, Bureau of Mines by Goodson and Associates, Inc. USBM Open File Report. pp. 183–82. | |
75. | Verma, D., Kainthola, A., Gupte, S.S. and Singh, T.N, (2013), A Finite Element Approach of Stability Analysis of Internal Dump Slope in Wardha Valley Coal Field, India, Maharashtra, American Journal of Mining and Metallurgy, 1, 1-6. |
76. | Wickland, B. E., & Wilson, G. W. (2005), Self-weight consolidation of mixtures of mine waste rock and tailings, Canadian Geotechnical Journal, 42(2), 327-339. |
77. | Wilson G (2000), Embankment hydrology and unsaturated flow in waste rock, In: Slope stability in surface mining, Society for Mining Metallurgy, p 305 |
78. | Yang, H., Rahardjo, H., & Leong, E.-C. (2006), Behavior of unsaturated layered soil columns during infiltration, Journal of Hydrologic Engineering, 11(4), 329-337. |
79. | Zhan TL, Zhang W, Chen Y (2006), Influence of reservoir level change on slope stability of a silty soil bank, In: Unsaturated soils 2006, ASCE, pp 463- 472 |
80. | Zhang L, Zhang J, Zhang L, Tang WH (2011), Stability analysis of rainfall- induced slope failure: a review, Proc ICE Geotech Eng 164:299 |
81. | Zhou Z, Wang H, Fu H, Liu B (2009), Influences of rainfall infiltration on the stability of accumulation slope by in-situ monitoring test, J Central South Univ Technol 16:297-302 |
C. | TIẾNG NGA |
82. | Аброськин А.С. (2015), Применение современных систем автоматизации на открытых горных работах // Известия Томского политехнического университета, Инжиниринг георесурсов - № 12, - С. 122-130 |
83. | Б.А. Храмцов, М.В. Бакарас, А.С. Кравченко, М.А. Корнейчук (2018), Устойчивости отвалов рыхлой вскрыши железорудных карьеров КМА, Горный информационно-аналитический бюллетень, № 2. С. 66-72. |
Будков В.П. (1965), О построении борта карьера выпуклого профиля // Труды ЦНИИгоросушения - № 5, - С. 114-124. | |
85. | Демин А.М. (1981), Закономерности проявлений деформаций откосов в карьерах, М.: Наука, - 144 с. |
86. | Ильин А.И., Гальперин А.М., Стрельцов В.И. (1985), Управление долговременной устойчивостью откосов на карьерах, М.: Недра, - 248 с. |
87. | Ипалаков Т.Т., Паршаков А.Т., Касымканова Х.М., Турсбеков С.В.,Кожаев Ж.Т, Технология формирования отвалов «ССГПО»,УДК 622.272. |
88. | Козлов Ю.С. (1972), Определение параметров призмы возможного обрушения в откосах уступов, бортов карьеров и отвалах // ФТПРПИ - № 4, - С. 73-76. |
89. | Крячко О.Ю. (1989), Управление отвалами открытых горных работ, М.: Недра, - 255 с. |
90. | Лаптев Ю.В (2007), Геометризация процесса сегрегации cкальных пород по крупности при формировании отвалов, Автореферат диссертации на соискание ученой степени доктора технических наук// Екатеринбург. |
91. | Мельников Н.Н. (2013), Большие глубины - новые технологии/ Вестник Кольского научного центра РАН , № 4(15) - С. 58-66. |
92. | Певзнер М.Е. (1978), Борьба с деформациями горных пород на карьерах, - М.: Недра, - 265 с. |
93. | Певзнер, М.Е. (1992), Деформации горных пород на карьерах / М.Е. Певзнер, М.: Недра, - 250 с |
94. | Половов Б.Д. (1981), Решение задач устойчивости откосов в условиях риска // Известия вузов, Горный журнал- № 4, - С. 30-33. |
95. | Попов В.Н., Шпаков П.С., Юнаков Ю.Л. (2008), Управление устойчивостью карьерных откосов: Учебник для вузов, М.: Изд-во МГГУ, изд-во «Горная книга», - 683 с.: ил. |
96. | Попов И.И., Окатов Р.П. (1980), Борьба с оползнями на карьерах, М.: |
Недра, - 240 с. | |
97. | РАН К.Н. Трубецкого, чл.-корр. РАН Д.Р. Каплунова (2016) / Горное дело: Терминологический словарь / Под научной редакцией акад. - 5-е изд., перераб. и доп. - М.: Горная книга, - 635 с. |
98. | Сапожников В. Т. (1960), Решение задачи об откосе выпуклого профиля // Труды ВНИМИ - № 38, - С. 41-53. |
99. | Трубецкой К.Н. (2015), Состояние и перспективы развития открытых горных работ в XXI веке / Трубецкой К.Н., Рыльникова М.В. // Открытые горные работы в XXI веке-1. Горный информационно- аналитический бюллетень - № 45 (Отдельный выпуск 1), С. 21-32. |
100. | Туринцев Ю.И., Половов Б.Д., Гордеев В.А. (1984), Геомеханические процессы на открытых горных работах, Сведрловск, - 56 с. |
101. | Фисенко Г.Л. (1965), Устойчивость бортов карьеров и отвалов,- М.: Недра, - 377 с, 378 c. |
102. | Шахунянц, Г.М. (1957), Земляное полотно железных дорог / Г.М. Шахунянц, М.: Трансжелдориздат, - 536 с. |
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