نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1253مقاله کامل پژوهشیمحاسبه شاخص قابلیت اعتماد فازی سازهها با استفاده از تکنیک بهینهسازی آلفا برشهاباقریمنصور1میریمحمود1شابختیناصر1
گروه مهندسی عمران، دانشگاه سیستان و بلوچستان
2002201443.47311203052014030520142014https://ceej.tabrizu.ac.ir/article_1253.html
unavailable
شاخص قابلیت اعتمادبهینهسازی آلفا برشهاقابلیت اعتماد فازی[1] Graf, W., Sickert, J. U., Steinigen, F., "Numerical Simulation of Structures Using Generalized Models for Data Uncertainty", Computational Methods and Experimental Measurements, 2009, 8 (4), 511-521.[2] Schuëller, G. I., "A State of the Art Report on Computational Stochastic Mmechanics", Probalistic Engineering Mechanics, 1997, 12 (4), 197-321.[3] Muhanna, R. L., Mullen, R. L., "Uncertainty in Mechanics Problems: Interval Based Approach", Engineering Mechanics, ASCE, 2001, 127 (6), 557-566.[4] Ben-Haim, Y., Elishakoff, I.,"Convex Models of Uncertainty in Applied Mechanics", Elsevier, Amsterdam, 1990.[5] Kwakernaak, H., "Fuzzy Random Variables -I., Definitions and Theorems”, Information Sciences, 1978, 15 (1), 1-29.[6] Kwakernaak, H., "Fuzzy Random Variables II, Algorithms and Examples for the Discrete Case", Information Sciences, 1979, 17 (1), 253-278.[7] Möller, B., Beer, M., "Fuzzy Randomness - Uncertainty in Civil Engineering and Computational Mechanics", Springer Verlag, Berlin, 2004.[8] Helton, J. C., Oberkampf, W. L., "Alternative Representations of Epistemic Uuncertainty", Reliability Engineering and System Safety, 2004, 85 (3), 1-10.[9] Möller, B., Beer, M., "Fuzzy Structural Analysis Using α-level Optimization", Computational Mechanics, 2000, 26 (6), 547-565.[10] Farkas, L., Moens, D., Vandepitte, W., Desmet, D., "Fuzzy Finite Element Analysis Based on Reanalysis Technique",Structural Safety, 2010, 32 (6), 442-448.[11] Serafinska, A., Kaliske, M., Zopf, C., Graf, W., "A Multi-Objective Optimization Approach with Consideration of Fuzzy Variables Applied to Structural Tire Design", Computers and Structures, 2013,116 (1), 9-17.[12] Möller, B., Graf, W., Beer, M., Schneider, R., "Safety Assessment of Structures in View of Fuzzy Randomness", Computers and Structures, 2003, 81 (1), 1567-1582.[13] Cai, K. Y., Wen, C. Y., Zhang, M. L., "Fuzzy Reliability Modeling of Gracefully Degradable Computing Systems",Reliability Engineering and System Safety, 1991, 33 (1), 141-157.[14] Madsen, H. O., Krenk, S., Lind, N. C., "Methods of Structural Safety", Dover Publications, New York, 2006.[15] Nowak, A. S., Collins, K. R., "Reliability of Structures", McGraw-Hill, 2000.[16] Hasofer, A. M., Lind, N. C., "Exact and Invariant Second-Moment Code Format. Engineering Mechanics",1974, 100 (1), 111-121.[17] Zhao, Y. G., Ono, T., "Moment Methods for Structural Reliability", Structural Safety 2001, 23 (1), 47-75.[18] Rashki, M., Miri, M., Azhdary Moghaddam, M., "A New Efficient Simulation Method to Approximate the Probability of Failure and Most Probable Point", Structural Safety, 2012, 39 (1), 22-29.[19] Zhang, H., "Interval Importance Sampling Method for Finite Element-Based Structural Reliability Assessment under Parameter Uncertainties", Structural Safety, 2012, 38 (1), 1-10.[20] Timothy, J. R., "Fuzzy Logic with Engineering Applications", Wiley, 3rd Edition, 2010.[21] Zhao, Y. G., HuiLu, Z., "Fourth-Moment Standardization for Structural Reliability Assessment", Structural Engineering, 2007, 133 (7), 916-924.[22] Wang, L., Grandhi, R. V., "Efficient Safety Index Calculation for Structural Reliability Analysis", Computers and Structures, 1994, 52 (1), 103-111.نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1254مقاله کامل پژوهشیبررسی حذف فلوراید از آب توسط یک نوع آلومینای فعال اصلاحشده با ترکیباتی آهنیباقری اردبیلیانپری1مسافریمحمد2شریفیانعلی3
گروه بهداشت محیط، دانشکده بهداشت دانشگاه علوم پزشکی اردبیل
گروه مهندسی بهداشت محیط، دانشکده بهداشت دانشگاه علوم پزشکی تبریز
مهندسی بهداشت محیط واحد بینالملل، دانشگاه علوم پزشکی اهواز
2103201343.473132003052014030520142013https://ceej.tabrizu.ac.ir/article_1254.html
unavailable
فلورایدآبآلومینای فعال اصلاح شدهحذفایزوترم جذب[1] Fawell, K. B. J., Chilton, J., Dahi, E., Fewtrell L., Magara, Y., "Fluoride in Drinking Water", 1st Edition, IWA Publishing, London, 2006.[2] World Health Organization, "Guidelines for Drinking Water Quality", 4th Edition, WHO, Geneva, 2011.[3] Mandinic, Z., Curcic, M., Antonijevic, B., Carevic, M., Mandic, J., Djukic-Cosic D., et al., "Fluoride in Drinking Water and Dental Fluorosis", Science of Total Environment, 2010, 408 (17), 3507-3512.[4] United Nations International Children's Emergency Fund (UNICEF), "Fluoride in Water: an Overview", 2004, http://www.unicef.org/wes/fluoride.pdf, 16 May, 2012.[5] Wang, A. G., Xiam, T., Chu, Q. L., Zhang, M., Liu, F., Chen, X. M., Yang, K. D., "Effects of Fluoride on Lipid Peroxidation, DNA Damage and Apoptosis in Human Embryohepatocytes", Biomedical and Environmental Sciences, 2004, 17 (2), 217-222.[6] Xiong, Y., Zhi, X., Liu, J. L., He, W. H., Xia, T., He, P., et al., "Dose-Effect Relationship Between Drinking Water Fluoride Levels and Damage to Liver and Kidney Functions in Children", Environmental Research, 2007, 103 (1), 112-116.[7] World Health Organization, "Fluorine and Fluorides", Environmental Health Committee 36, International Programme on Chemical Safety (IPCS), 1996.[8] Kawamura, S., "Integrated Design and Operation of Water Treatment Facilities", 2nd Edition, John Wiley & Sons Inc., 2000.[9] Amit, B., Kumar, E., Sillanpää M., "Fluoride Removal from Water by Adsorption-A Review", Chemical Engineering Journal, 2011, 171 (3), 811-840.[10] Nkobachar, C., Lyengar, L., "Technical Material for Workshop on Defluoridation of Waters Using Activated Alumina", Sponsored by UNICEF, Indian Institute of Technology, New Delhi, 1996.[11] Tor, A., Danaoglu, N., Arslan, G., Cengeloglu, Y., "Removal of Fluoride from Water by Using Granular Red Mud: Batch and Column Studies", Hazardous Material, 2009, 164 (1), 271-278.[12] Maliyekkal, S. M., Shukla, S., Philip, L., Nambi I. M., "Enhanced Fluoride Removal from Drinking Water by Magnesia-Amended Activated Alumina Granules", Chemical Engineering Journal, 2008, 140, 183-192.[13] Hosseinpourfeizi, M. A., Mosaferi, M., Dastgiri, S., Mehdipour, M., Kusha, A., "Analysis of Fluoride and Some Quality Parameters of Drinking Water in East Azerbaijan Province", Medical Journal of Tabriz University of Medical Sciences, 2012, 33 (5), 45-50.[14]] Mosaferi, M., Mesdaghinia, A. R., "Removal of Arsenic from Drinking Water Using Modified Activated Alumina", Water and Wastewater Journal, 2005, 55, 2-14.[15] Tang, Y., Guan, X., Su, T., Gao, N., Wang, J., "Fluoride Adsorption onto Activated Alumina: Modeling the Effects of pH and Some Competing Ions", Colloid Surface A, 2009, 337, 33-38.[16] Kim, S-H., Kim, K., Ko, K., Kim, Y., Lee, K., "Co-Contamination of Arsenic and Fluoride in the Groundwater of Unconsolidated Aquifers under Reducing Environments", Chemosphere, 2012, 87 (8), 851-856.[17] Clescerl, L. S., Greenberg, A. E., Eaton, A. D., "Standard Methods for the Examination of Water and Wastewater", 20th Edition, 1998.[18] Metcalf, I. N. C., Eddy, H., "Wastewater Engineering: Treatment, Disposal & Reuse", 4th Edition, Publishing Metcalf & Eddy Inc., 2003, pp 1138-1140.[19] United States Environment Protection Agency, "Technologies and Costs for Removal of Arsenic from Drinking Water", Office of Water, December, 2000.[20] Samadi, M. T., Nourozi, R., Azizian, S., Dadbanshahamat, Y., Zarabi, M., "Survey Impact of Activated Alumina in Fluoride Concentration Present in Water and Appointment Adsorption Isotherm and Kinetics", Iranian Journal of Health and Environment, 2009, 2 (3), 224-231.[21] Young, K. U., Hwei-Mei, C. H., "The Adsorption of Fluoride Ion from Aqueous Solution by Activated Alumina", Water Air and Soil Pollution, 2002, 133 (1-4), 349-361.نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1255مقاله کامل پژوهشیمدلسازی عددی بالازدگی پوشش بتنی کانال اصلی انتقال آب دشت تبریزبهروز سرندفریبا1حاجی علیلوی بنابمسعود1پاکعلی2
گروه خاک و پی، دانشکده عمران، دانشگاه تبریز
گروه خاک و پی، دانشکده عمران، دانشگاه صنعتی شریف
2002201443.473213403052014030520142014https://ceej.tabrizu.ac.ir/article_1255.html
unavailable
خاکهای متورم شوندهرویه بتنیکانالفیلترمدلسازی عددی[1] Rahimi, H., Abbasi, N., "Failure of ConcreteCanal Lining on Fine Sandy Soils: A Case Study for the Saveh Project", Irrigation and Drainage, 2008, 57, 83-92.[2] Alonso, E. E., Gens, A., Josa, A., "A Constitutive Model for Partially Saturated Soils", Géotechnique, 1990, 40, 3, 405-430.[3] Gens, A., "Shear Strength in Unsaturated Soils: Recent Developments and Applications", Barcelona, 1993, pp 1-13.[4] Fredlund, D. G., Raharadjo, H., "Soil Mechanics for Unsaturated Soils", John Wiley & Son, 1993.[5] Vu, H. Q., Fredlund, D. G., "The Prediction of One-, Two-, and Three-Dimensional Heave in Expansive Soils", Canadian Geotechnical Journal, 2004, 41, 713-737.[6] Matayas, E. L., Radhakrishna, H. S., "Volume Change Characteristics of Partially Saturated Soils", Géotechnique, 1968, 18 (4), 432-448.[7] Pham, Q. H., Fredlund, D. G., Padilla, J. M., "Use of the GCTS Apparatus for Measurement of Soil-Water Characteristic Curve", The 57th Canadian Geotechnical Conference, Quebec City, 24-27 October, 2004, pp 1-6.[8] Fredlund, D. G., " The 1999 R. M. Hardy Lecture: The Implementation of Unsaturated Soil Mechanics into Geotechnical engineering", Canadian Geotechnical Journal, 2000, 37 (5), 963-986.[9] Hung, Q., Vu Fredlund, D. G., "Challenges to Modelling Heave to Expansive Soils", Canadian Geotechnical Journal, 2006, 43 (12), 1240-1272.]10[ حاجی علیلو، م.، بهروزسرند، ف.، چشم دوست، م.، "اثر تورم خاک بستر بر کانالهای انتقال آب دشت تبریز و ارائه راهکار اصلاحی"، مجله انجمن زمین شناسی مهندسی ایران، 1388، 2 (1 و 2)، 83-98.[11] Seed, H. B., Woodward, R. J., Lundgren, R., "Prediction of Swelling Potential for Compacted Clays", ASCE Journal of S.M.F. Division, 1962, 88, (SM3), 53-87.[12] Van Der Merwe, D. H., "The Prediction of Heave from the Plasticity Index and Percentage Clay Fraction of Soils", Civil Engineer in South Africa, 1964, 6, 103-106.[13] GEO-SLOPE International Ltd, "Stress-Deformation Modeling with SIGMA/W 2007", Third Edition, Calgary, Alberta, Canada, 2008.[14] Fredlund, D. G., Xing, A., "Equations for the Soil-Water Characteristics Curve", Canadian Geotechnical Journal, 1994, 31 (4), 521-532.نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1256مقاله کامل پژوهشیمطالعه آزمایشگاهی و تحلیلی نشست شمعهای بتنی درجا در ماسهشوش پاشاعیسی1شرف خواهمهدی1
دانشکده مهندسی عمران، دانشگاه صنعتی بابل
2002201443.473354603052014030520142014https://ceej.tabrizu.ac.ir/article_1256.html
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شمعهای بتنی درجانشستماسهآزمایش بارگذاری شمعمدول الاستیسیته خاک[1] Omer, R., Delpak, R., Robinson, B., "An Empirical Method for Analysis of Load Transfer and Settlement of Single Piles", Geotechnical and Geological Engineering, 2010, 28, 483-501.[2] Fellenius, B. H., Ochoa, M., "Testing and Design of Applied Foundation Project. A Case History", Geotechnical Engineering, Journal of the Southeast Asian Geotechnical Society, 2009, 40 (3) 129- 137.[3] Castelli, F., Maugeri, M., "Simplified Nonlinear Analysis for Settlement Prediction of Pile Groups." Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128 (1), 76-84.[4] Cooke, R. W., Whitaker, R. "Experiments on Model Piles with Enlarged Bases", Geotechnique, 1961, 11, 1-13.[5] Vesic, A. S., "Design of Pile Foundations", National Cooperative Highway Research Program, Synthesis of Highway Practice, Transportation Research Board, National Research Council, Washington DC, 1977.[6] Sharma, H. D., Joshi, R. C., "Drilled Pile Behavior in Granular Deposits," Canadian Geotechnical Journal, 1988, 25, 2, 222-232.[7] Randolph, M. F., "RATZ-Load Transfer Analysis of Axially Loaded Piles", User Manual, University of Western Australia, Perth, 2003.[8] Mindlin, R. D., "Force at a Point in the Interior of a Semi-Infinite Solid", Physics, 1936, 7-195.[9] Poulos, H. G., Davis, E. H., "Pile Foundation Analysis and Design", John Wiley and Sons, New York, 1980.[10] Francis, A. J., Savory, N., Stevens, L. K., Trollop, D. H., "The Behavior of Slender Point-Bearing Piles in Soft Soil", Symposium on Design of Tall Buildings, University of Hong Kong, 1961, pp 25-50.[11] Meyerhof, G. G., "Compaction of Sands and Bearing Capacity of Piles", ASCE Journal of Soil Mechanics and Foundations, 1959, 85 (SM6), 1-29.[12] AL-Homoud, S., Fouad, T., Mokhtar, A., "Evaluating Accuracy for Two Empirical Methods in Predicting Settlement of Drilled Shafts", Geotechnical and Geological Engineering, 2004, 22, 245-267.[13] Zienkiewicz, O. C., "The Finite Element Method in Engineering Science", McGrow-Hill, London, 1971.[14] Desai, C., Abel, J. F., "Introduction to the Finite Element Method", Van Nostrand Reinhold, New York, 1972.[15] Desai, C. S., Christian, J. T., "Numerical Method in Geotechnical Engineering", McGraw-Hill, New York, 1977.[16] Desai, C. S., "Numerical Design-Analysis for Piles in Sand", ASCE Journal of Geotechinal Engineering Devision, 1974, 100 (GT6), 613-635.[17] Schmertmann, J. H., "Static Cone to Compute Static Settlement over Sand", ASCE Journal of Soil Mechanics and Foundations, 1970, 96 (SM3), 1011-1043.[18] American Society for Testing and Materials, "Annual Book of ASTM Standards", Philadelphia, USA, 1994.[19] Tomlinson, M. J., "Pile Design and Construction Practice", Viewpoint Publications, London, 2004.[20] Terzaghi, K., "Disscussion of the Progress Report of the Committee on the Bearing Value of Pile Foundation", Proc. ASCE, 1942, 68, 311-323.[21] Buckingham, E., "Model Experimental and the Form of Empirical Equation", ASME Transactions, 1915, 37, 263-296.نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1257مقاله کامل پژوهشیبررسی مؤلفههای زلزلههای دوگانه آذربایجان در امتدادهای اصلیملک زادهحیدر1غفارزادهحسین1
دانشکده مهندسی عمران، دانشگاه تبریز
2002201443.473475603052014030520142014https://ceej.tabrizu.ac.ir/article_1257.html
unavailable
امتدادهای اصلیزمین لرزهنزدیک گسلمحورهای غیر همبستهزلزله آذربایجان[1] Penzien, J., Watabe, M., "Characteristics of 3-Dimensional Earthquake Ground Motions", Earthquake Engineering and Structural Dynamics, 1975, 3, 365-373.[2] Kubo, T., Penzien J., "Simulation of Three-Dimensional Strong Ground Motions along Principal Axes, San Fernando Earthquak", Earthquake Engineering and Structural Dynamics, 1979, 7, 279-294.[3] Smeby, W., Der Kiureghian, A., "Modal Combination Rules for Multicomponent Earthquake Excitation", Earthquake Engineering and Structural Dynamics, 1985, 13, 1-12.[4] Yeh, C., Wen, Y., "Modeling of Nonstationary Earthquake Ground Motion and Biaxial and Torsional Response of Inelastic Structures", Civil Engineering Studies, Structural Research Series University of Illinois, 1989.[5] Heredia-Zavoni, E., Machicao-Barrionuevo, R., "Response to Orthogonal Components of Ground Motion and Assessment of Percentage Combination Rules", Earthquake Engineering and Structural Dynamics, 2004, 33, 271-284.[6] Gillie, J. L., Rodriguez-Marek, A., Daniel, C. M., "Strength Reduction Factors for Near-Fault Forward-Directivity Ground Motions", Engineering Structures, 2010, 32, 273-285.[7] Bertero, V., Mahin, S. A., Herrera, R. A., "Aseismic Design Implications of Near-Fault San FernandoEarthquake Records", Earthquake Engineering and Structural Dynamics, 1978, 6, 31-42.[8] Bray, J. D., Rodriguez-Marek, A., "Characterization of Forward-Directivity Ground Motions in the Near-Fault Region Abstract", Soil Dynamics and Earthquake Engineering, 2004, 24, 815-828.[9] Zareh, M., Shahvar, M., "An Urgent Report on the 11 August 2012, Mw 6.2 and Mw 6.1; Ahar Twin earthquakes in East Azarbayjan Province of NW Iran", www.iiees.ac.ir, 2012.[10] Alavi, B., Krawinkler, H., "Effects of Near-Fault Ground Motions on Fame Structures", Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Report NO.138, 2001, 1-301.[11] Aki, K., "Seismic Displacement near a Fault", Journal of Geophysics Research, 1968, 73, 5359-5376.[12] Haskell, N., A., "Elastic Displacements in the Near-Field of a Propagating Fault", Bulletin of Seismology Society of America, 1969, 59, 865-908.[13] Rodriguez-Marek, A., "Near Fualt Seismic Site Response", PhD Thesis, University of California, Berkley, USA, 2000.[14] Somerville, P., "Development of an Improved Ground Motion Representation for Near Fault Ground Motions", SMIP98 Seminar on Utilization of Strong-Motion Data, Oaklan, USA, 1998.[15] Baker, J. W., "Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis", Bulletin of Seismology Society of America, 2007, 97, 1486-1501.[16] Phung, V., Lau, D., Hao, H., "Principal Axes of Strong Ground Motion Records of the 1999 Chi-Chi Taiwan Earthquake", 4th International Conference on Earthquake Engineering, Taiwan, 2006.[17] Rezaeian, S., Der Kiureghian A., "Simulation of Orthogonal Horizontal Ground Motion Components for Specified Earthquake and Site Characteristics", Earthquake Engineering and Structural Dynamics, 2012, 41, 335-353.[18] Arias, A., "A Measure of Earthquake Intensity", In Seismic Design for Nuclear Powerplants, MIT Press, Cambridge, 1970.[19] Boore, D. M., Akkar, S., "Effects of Causal and Acausal Filters on Elastic and Inelastic Response Spectra", Earthquake Engineering and Structural Dynamics, 2003, 32, 1729-1748.[20] Stockwell, R. G., Mansinha, L., Lowe, R. P., "Localization of the Complex Spectrum: The S Transform", IEEE Trans Signal Processing, 1996, 44, 998-1001.[21] Chopra, A., K., "Dynamic of Structures, Theory and Application to Earthquake Engineering", Prentice Hall, 1995.Lopez, A. L., Hernandez, J. J., Bonilla, R., Fernandez, A., "Response Spectra for Multicomponent Structural Analysis", Earthquake Spectra, 2006, 22, 85-113.نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1258یادداشت پژوهشیاعتبارسنجی معادلات پروفیل عرضی کناره در رودخانههای ماسهایحسن زادهیوسف1مجدزاده طباطبائیمحمدرضا2ایمان شعارفرهاد1جعفریامین2
دانشکده مهندسی عمران، دانشگاه تبریز
دانشکده مهندسی عمران، دانشگاه شهید عباسپور
2002201443.473596803052014030520142014https://ceej.tabrizu.ac.ir/article_1258.html
unavailable
پروفیل عرضیرودخانه ماسهایمطالعه آزمایشگاهی]1[ جعفری، ا.، حسنزاده، ی.، ایمانشعار، ف. و امیرحسینی، ی.، "بررسی و صحتسنجی معادلات پروفیل عرضی کناره رودخانه"، نخستین همایش منطقهای مهندسی عمران، دانشگاه ملایر، 1391.Garde, R. G., "River Morphology", New International Publishers, New Delhi, 2006, pp 16-26.Lawrence, S. D., "Fluvial Hydraulics", Oxford University Press, 2009, pp 92-111.Wolman, M. G., Brush, L. M., "Factors Controlling the Size and Shape of Stream Channels in Coarse Noncohesive Sands", Geological Survey Professional Paper, Washington, USA, 1961.Lane, E. W., "Design of Stable Channels", ASCE, Transactions, 1955, 120, 1234-1260.Ikeda, S., Parker, G., Kimura, Y., "Stable Width and Depth of Straight Gravel Rivers with Heterogeneous Bed Materials", Water Resource Research, 1988, 24 (5), 713-722.Parker, C., Simon, A., Thorne, C. R., "The Effects of Variability in Bank Material Properties on Riverbank Stability: Goodwin Creek, Mississippi", Journal of Geomorphology, 2008, 101 (2), 533-543.Hey, R. D., Thorne, C. R., "Stable Channels with Mobile Gravel Beds", ASCE Journal of Hydraulic Engineering, 1986, 112 (6), 671-689.Schumm, S. A., "The Shape of Alluvial Channels in Relation to Sediment Type", Geological Survey Professional Paper, 1960, 352, 1333-1345.Julien, P. Y., Wargadalam J., "Alluvial Channel Geometry: Theory and Applications", Journal of Hydraulic Engineering, 1995, 121 (4), 312-325.Ikeda, S.," Incipient Motion of Sand Particles on Sand Slopes", Journal of The Hydraulic Division, 1982, 108 (HY1), 95-114.Glover, R. E., Florey, Q. L., "Stable Channel Profile", U. S. Bureau Reclamation, Washington, USA, 1951.Parker, G., "Self-formed Straight Rivers with Equilibrium Banks and Mobile Bed: Part 1. The Sand-silt River", Journal of Fluid Mechanic, 1978, 89 (1), 109-125.Stebbings, J., "The Shape of Self-formed Model Alluvial Channels", Proc. Ins. Civil Engineers, London, England, 1963, pp 485-510.Mironenko, A. P., Willardson, L. S., "Parabolic Cccanal Ddesign and Aanalysis", Journal of Irrigation and Drainage Engineering, 1984, 110 (2), 241-245.Cao, S., Knight, D. W., "Design for Hydraulic Geometry of Alluvial Channels", Journal of Hydraulic Engineering, 1998, 124 (5), 484-492.Ikeda, S., "Self-formed Straight Channels in Sandy Beds", Journal of the Hydraulic Division, 1981, 107 (HY4), 389-402.Diplas, P., "Characteristics of Self-formed Straight Channels", Journal of Hydraulic Engineering, 1990, 116 (5), 707-727.Diplas, P., Vigilar, G. G., "Hydraulic Geometry of Threshold Channels", Journal of Hydraulic Engineering, 1992, 118 (4), 597-614.Vigilar, G. G., Diplas, P., "Stable Channels with Mobile Bed: Model Verification and Graphical Solution", Journal of Hydraulic Engineering, 1998, 124 (11), 1097-1108.Babaeyan-Koopaei, K., Valentine, E. M., "Bank Profiles of Self-formed Straight Stable Channels", The 3th International Conference on Hydroscience and Engineering, Cottbus, Berlin, Germany, 1998.Babaeyan-Koopaei, K., Valentine, E. M., "Appraisal of Geometric Model for Self-formed Channels in Uniform Sand", Proceeding of Environmental and Coastal Hydraulics: Protecting the Aquatic Habitat, 1998, pp 955-960.نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1259یادداشت پژوهشیبررسی تأثیر دانهبندی و ایجاد بافت درشت به روش پخش سنگریزه بر مقاومت لغزندگی روسازیهای بتنی راهفخریمنصور1طاریبخشمیلاد1
دانشکده مهندسی عمران، دانشگاه صنعتی خواجه نصیرالدین طوسی
2002201443.473697803052014030520142014https://ceej.tabrizu.ac.ir/article_1259.html
unavailable
مقاومت لغزندگیروسازی بتنیپخش سنگدانهآونگ انگلیسیپخش ماسه[1] حسنی، ا.، "بررسی و مقایسه فنی و اقتصادی رویههای بتنی و آسفالتی"، معاونت آموزش، تحقیقات و فناوری، پژوهشکده حمل و نقل وزارت راه، چاپ دوم، زمستان 1384.[2] Hosking, J. R., "Road Aggregate and Skidding", Transport Research Laboratory, Department of Transport, State-of-Art, Review 4, HMSO, London, 1992.[3] سازمان راهداری و حمل و نقل جادهای کشور، "سالنامه آماری حمل و نقل جادهای"، دفتر فناوری اطلاعات، 1388.[4] جانمحمدی، ا.، "بررسی تأثیر شیارهای با عمق متغیر بر مقاومت لغزشی سطح رویه"، پایاننامه کارشناسی ارشد، دانشکده عمران، دانشگاه تربیت مدرس، ایران، 1388.[5] Lee, Y. P. K., Fwa, T. F., Choo, Y. S., "Skid Resistance Evaluation of Concrete Pavement Surfaces", Journal of the Eastern Asia Society for Transportation Studies, 2003, 5, 972-984.[6] Hall, J. W., Smith, K. L., Littleton, P., "Texturing of Concrete Pavements", NCHRP Project 10-67, Report 634, 2009.[7] Ardani, A., "Implementation of Proven PCCP Practices in Colorado", Colorado Department of Transportation, Report No. CDOT-DTD-R-2006-9, 2006.[8] حسنی، ا.، "اصطکاک در رویههای روسازی راه"، جزوه آموزشی، 1388.[9] طاریبخش، م.، "بررسی عوامل مؤثر بر مقاومت لغزندگی روسازیهای بتنی راه"، پایاننامه کارشناسی ارشد، دانشکده عمران، دانشگاه صنعتی خواجه نصیرالدین طوسی، ایران، 1390.نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1260یادداشت پژوهشیحذف سولفید هیدروژن از فاضلاب صنعتی با استفاده از راکتور ایرلیفت بیوفیلمی سوسپانسیونیمجرد مغانلوگلمحمد1فاتحی فراسماعیل2ساعدیسعید3
مجتمع تولیدی تحقیقاتی انستیتو پاستور ایران
مرکز تحقیقات مهندسی محیط زیست، دانشکده مهندسی شیمی، دانشگاه صنعتی سهند
مهندسی شیمی، دانشکده فنی، دانشگاه تهران
2002201443.473798603052014030520142014https://ceej.tabrizu.ac.ir/article_1260.html
unavailable
تیوباسیلوس تیوپاروسسولفید هیدروژنراکتور ایرلیفتفاضلاب صنعتی[1] Wani, A. H., Lau, A. K., Branion, R. M. R., "Biofiltration Control of Pulping Odors - Hydrogen Sulfide: Performance, Acrokinetics and Coexistence Effects of Organo-Sulfur species", Journal of Chemical Technology and Biotechnology, 1999 (74), 9-16.[2] U.S. Department of Health and Human Services., "Toxicological profile for hydrogen sulfide", Public Health Service Agency for Toxic Substances and Disease Registry, 2006.[3] Oyarzu´n, P., Arancibia, F., Canales, C., Germa´n E. A., "Biofiltration of High Concentration of Hydrogen Sulphide Using Thiobacillus thioparus", Process Biochemistry, 2003 (39), 165-170.[4] Van den Bosch, PL., Van Beusekom OC., Busman CJ., Janssen AJ., "Sulfide Oxidation at Halo-Alkaline Conditions in a Fed-batch Bioreactor", Biotechnology and bioengineering, 2007, 97 (5), 1053-1063.[5] Brinkhoff, T., Muyzer, G., Wirsen, O. C., Kueven, J., "Thiomicrospira Kuenenii sp. nov. and Thiomicrospira Frisia sp. nov., Two Mesophilic Obligately Chemolithoautotrophic Sulfur-oxidizing Bacteria Isolated from an Intertidal Mud Flat", International Journal of Systematic Bacteriology, 1999 (49), 385-392.[6] Takano, B., Koshida, M., Fujiwara, Y., Sugimori, K., Takayangi, S., "Influence of Sulfur-oxidizing Bacteria on the Budget of Sulphate in Yugama Crater Lake, Kusatsu- Shirane Volcano", Biogeochemistry, 1997 (38), 227-253.[7] Cha, J. M., Cha, W. S., Lee, J. H., "Removal of Organosulphur Odour Compounds by Thiobacillus Novellas SRM, Sulphur-oxidizing Microorganisms", Process Biochemistry, 1999, 34 (6-7), 659-665.[8] Prescott, M. L., Harley, P. J., Klein, A. D., "Microbiology", 5th edition, NY; McGraw-Hill, New York, Companies, 2003.[9] Odintsova, E. V., Jannasch, H. W., Mamone, J. A., Langworthy, T. A., "Thermothrix Azorensis sp. nov., an Obligately Chemolithoautotrophic, Sulfur-oxidizing, Thermophilic Bacterium", International Journal of Systematic Bacteriology, 1996, 46 (2), 422-428.[10] Cho, K. S., Ryu, H. W., Lee, N. Y., "Biological Deodorization of Hydrogen Sulfide Using Porous Lava as a Carrier of Thiobacillus Thioxidans", Journal fo Bioscience and Bioengineering, 2000, 1, 25-31.[11] Chung, Y., Huang, C., Tseng, C., "Removal of Hydrogen Sulphide by Immobilized Thiobacillus sp. Strain CH11 in a Biofilter", Journal of Chemical Technology and Biotechnology, 1997, 69, 58-62.[12] Cho, K., Hirai, M., Shoda, M., "Degradation Characteristics of Hydrogen Sulfide, Metanethiol, Dimethyl Sulfide by Thiobacillus thioparus DW44 Isolated from Peat Biofilter", Journal of Ferment Bioengineering, 1991, 71, 384-389.[13] Kanagawa, T., Mikami E., "Removal of Methanethiol Dimethylsulfide and Hydrogen Sulfide from Contaminated Air by Thiobacillus thioparus TK-m", Applied and Environmental Microbiology, 1989, 55, 555-558.[14] Smith, N., Kelly, D., "Oxidation of carbon Disulphide as the Sole Source of Energy for the Autothrophic Growth of Thioacillus thioparus strain Tk-m", Journal of General Microbiology, 1987, 134, 3041-3048.[15] Basu, R., Clausen, E. C., Gaddy, J. L., "Biological Conversion of Hydrogen Sulfide into Elemental Sulfur", Environmental Progress, 15 (4), 234-238.[16] Henshaw, P. F., Zhu, W., "Biological Conversion of Hydrogen Sulfide to Elemental Sulfur in a Fixed-film Continuous Flow Photo-reactor", Water Research, 2001, 35 (15), 3605-3610.[17] Buisman, C. J., Wit, B., Lttinga, G., "Biotechnological Sulphide Removal in Three Polyurethane Carrier Reactors", Water Research, 1990, 24 (2), 245-251.[18] Nishimura, S., Yoda, M., "Removal of Hydrogen Sulfide from an Anaerobic Biogas Using a Bio-scrubber", Water Science and Technology, 1997, 36 (6-7), 349-356.[19] Kim, J. H., Rene, E. R., Park, H. S., "Biological Oxidation of Hydrogen Sulfide Under steady and Transient State Conditions in an Immobilized Cell Biofilter", Bioresource Technology, 2008, 99 (3), 583-8.[20] Potivichaganon, S., Pokethitiyook, p., kruatrachue, M., "Hydrogen Sulfide Removal by a Nivel Fixed-film Bioscrubber System", Process Biochemistry, 2005, 41, 708-715.[21] Heijnen, J. J., Van Loosdrecht, M. C. M., "Large Scale Anaerobic-aerobic Treatment of Complex Industrial Wastewater Using Biofilm Reactor", Water Science and Technology, 1991, 23, 1427-1436.[22] Nicolella, C., Van Loosdrecht, M. C. M.. Heijnen, J. J., "Wastewater Treatment with Particulate Biofilm Reactor", Journal of Biotechnology, 2000, 80, 1-33.[23] Mojarrad Moghanloo, G. M., Fatehifar, E., Saedy, S., Aghaeifar Z., Abbasnezhad, H., "Biological Oxidation of Hydrogen Sulfide in Mineral Media Using a Biofilm Airlift Suspension Reactor", Bioresource Technology, 2010, 101, 8330-8335.[24] American Public Health Association, "Standard Methods for the Examination of Water and Wastewater", Washington, DC, 1999.[25] Stark, A., Yankofsky, S., "Regulation of Amino Acid Transport in Thiobacillus Thioparus", Journal of bacteriology, 1981, 148 (3), 966-72.[26] De Zwart, J., Sluis, J., Kuenen, J. G., "Competition for Dimethyl Sulfide and Hydrogen Sulfide by Methylophaga Sulfidovorans and Thiobacillus Thioparus T5 in Continuous Cultures", Applied and Environmental Microbiology, 1997, 63 (8), 3318-3322.[27] Vlasceanu, L., Popa, R., Kinkle, B. K., "Characterization of Thiobacillus Thioparus LV43 and its Distribution in a Chemoautotrophically Based Groundwater Ecosystem", Applied and Environmental Microbiology, 1997, 63 (8), 3123-3127.[28] Buisman, C. J. N., Post, R., Ijspreet, P., Geraats, S., Lettingam, G., "Biotechnological Process for Sulphide Removal with Sulphur Reclamation", Acta Biotechnology, 1989, 9, 271-283.[29] Syed, M., Soreanu, G., Falletta, P., Be´land, M., "Removal of Hydrogen Sulfide from Gas Streams Using Biological Processes - A Review", Canadian Biosystems Engineering, 2006, 48, 2.1-2.14.نشریه مهندسی عمران و محیط زیستDean of Faculty of Civil Engineeringنشریه مهندسی عمران و محیط زیست دانشگاه تبریز2008-7918Dean of Faculty of Civil Engineering1261یادداشت پژوهشیتحلیل پایداری استاتیکی و شبه استاتیکی شیروانیهای خاکی مسلح به ژئوفابریکعامل سخیمسعود1منافیسیاوش2
گروه مهندسی عمران، دانشکده مهندسی، دانشگاه صنعتی قم
گروه مهندسی عمران، دانشکده فنی و مهندسی، دانشگاه ارومیه
2002201443.473879703052014030520142014https://ceej.tabrizu.ac.ir/article_1261.html
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ژئوفابریکپایداری شیروانیشبه استاتیکی[1] Zornberg, J. G., Sitar, N., Mitchell, J. K., “Performance of Geosynthetic Reinforced Slopes at Failure,” Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124 (8), 670-683.[2] Rowe, R. K., Soderman, K. L., "An Approximate Method for Estimating the Stability of Geotextile-Reinforced embankments", Canadian Geotechnical Journal, 1985, 22 (3), 392-398.[3] Hird, C. C., "Stability Charts for Reinforced Embankments on Soft Ground", Geotextiles and Geomembranes, 1986, 4, 107-127.[4] Greenwood, J. R., "Design Approach for Slope Repairs and Embankment Widening. In: Shercliff’s Reinforced Embankments: Theory and Practice", Thomas Telford, London, 1990.[5] Sabhahit, N., Basudhar, P. K., Madhav, M. R., Miura, N., "Generalized Stability Analysis of Reinforced Embankments on Soft Clay", Geotextiles and Geomembranes, 1994, 13, 765-780.[6] Low, B. K., Tang, W. H., "Reliability Analysis of Reinforced Embankments of Soft Ground", Canadian Geotechnical Journal, 1997, 34, 672-685.[7] Jewell, R. A., "The mechanics of reinforced embankments on soft soils", Geotextiles and Geomembranes, 1989, 7, 237-273.[8] Jewell, R. A., "Soil Reinforcement with Geotextiles", CIRIA, London, 1996.[9] Palmeira, E. M., Pereira, J. H. F., Silva, A. R. L., "Back Analyses of Geosynthetic Reinforced Embankments on Soft Soils", Geotextiles and Geomembranes, 1998, 16, 273-292.[10] Lee, K. L., Adams, B. D., Vagneron, J. J., "Reinforced Earth Retaining Walls", ASCE Journal of Soil Mechanics and Foundations Division, 1973, 99 (10), 745-746.[11] Juran, I., Christopher, B. R., "Laboratory Model Study on Geosynthetic Reinforced Soil Retaining Walls", ASCE Journal of Geotechnical Engineering, 1989, 115 (7), 905-926.[12] Zornberg, J. G., Mitchell, J. K., Sitar, N., "Testing of Reinforced Soil Slopes in a Geotechnical Centrifuge", ASTM Geotechnical Testing Journal, 1997, 20 (4), 470-480.[13] Ghazavi, M., Amel Sakhi, M., "Optimization of Aspect Ratio of Waste Tire Shreds in Sand -Shred Mixtures Using CBR Tests", ASTM Geotechnical Testing Journal, 2005, 28 (6), 1-6.[14] Hird, C. C., Pyrah, I. C., Russell, D., "Finite Element Analysis of the Collapse of Reinforced Embankments on Soft Ground", Geotechnique, 1990, 40 (4), 633-640.[15] San, K., Leshchinsky, D., Matsuri, T., "Geosynthetic Reinforced Slopes: Limit Equilibrium and Finite Element Analysis", Soils and Foundations, 1994, 34 (2), 79-85.[16] Budho, M., "Soil Mechanics and Foundations", 2000.[17] Krahn, J., "Stability Modeling with Slope/w", 1st Edition, 2004.[18] Kramer, S. L., "Geotechnical Earthquake Engineering", Prentice Hall, 1996.[19] PEER Strong Motion Database, http://peer.berkeley.edu/smcat/search.html[20] Tang, H. X. Wang, H. Q., "Study on Whole Stability Analysis Method for Reinforcement Soft Foundation of Embankment with Geofabric", The 4th Asian Regional Conference on Geosynthetics, Shanghai, China, 2008.