Professor Profile



No photo available Personal Information
Last Name Farzaneh
First Name Ourang
Degree Associate Professor

Contact Information
Web site RTIS2
Telephone Number 021 6111 2860
Cellphone Number
E-Mail ofarzane@ut.ac.ir
Room Number 204 مرکزی

Education Information
Major Geotechnical Engineering & Highways and Transportation Engineering
Bachelor -
Master Civil Engineering University of Tehran - 1978
Civil Engineering E.N.P.C. - 1978
Ph.D. Civil Engineering E.N.P.C. - 1981

Courses
1 Pavement II
2 Advanced Soil Mechanics
3 Rock Mechanics
4 Limit Analysis in Soil Mechanics
5 Non-destructive Tests on Asphaltic & Comcrete Pavement
Publications
# Title of the Publication Type Date Published Journal
1 Impact of different levels of oxidative aging on engineering properties of asphalt mixes at low temperatures 99/02 /12 CONSTRUCTION AND BUILDING MATERIALS
2 Evaluating effectiveness of polymerized pellets mix additives on improving asphalt mix properties 97/07 /09 CONSTRUCTION AND BUILDING MATERIALS
3 Comparison of the functional properties of asphalt mixtures modified with polymer bitumen and polymer granules 97/07 /01 Journal of Transportation Research
4 Investigation and comparison of new density control technologies in order to improve control methods and quality assurance of soil layers in road construction projects. 97/07 /01 Journal of Transportation Research
5 Evaluation of railway trackbed moduli using the rail falling weight test method and its backcalculation model 97/06 /29 PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT
6 POLYMER-MODIFIED THIN LAYER SURFACE COARSE: LABORATORY AND FIELD PERFORMANCE EVALUATIONS 97/03/31 POLYMER-MODIFIED THIN LAYER SURFACE COARSE: LABORATORY AND FIELD PERFORMANCE EVALUATIONS
7 POLYMER-MODIFIED THIN LAYER SURFACE COARSE: LABORATORY AND FIELD PERFORMANCE EVALUATIONS 97/03/31 POLYMER-MODIFIED THIN LAYER SURFACE COARSE: LABORATORY AND FIELD PERFORMANCE EVALUATIONS
8 Influence of Dilatancy Angle of the Soil on Seismic Displacements of Gravity Retaining Walls 97/02/20 11th International Congress on Civil Engineering
9 Upper bound limit analysis of bearing capacity of foundations to the roof adjacent nonlinear programming method 97/02/20 11th International Congress on Civil Engineering
10 Comparison of performance properties of asphalt mixtures modified using polymerized pellets and polymer modified bitumen 96/10 /03 Journal of Transportation Research
11 Comparing Performance Properties of Asphalt Mixes Modified with Polymer Modified Binders and Polymer Modified Granules 96/08/04 The 9th Bitumen, Asphalt & Machinery National Conference & Exhibition
12 Field Testing of Asphalt Pavement Control Using Electromagnetic Compressor 96/08/04 The 9th Bitumen, Asphalt & Machinery National Conference & Exhibition
13 Comparing Performance Properties of Asphalt Mixes Modified with Polymer Modified Binders and Polymer Modified Granules 96/08/04 The 9th Bitumen, Asphalt & Machinery National Conference & Exhibition
14 Field Testing of Asphalt Pavement Control Using Electromagnetic Compressor 96/08/04 The 9th Bitumen, Asphalt & Machinery National Conference & Exhibition
15 Stability of Buildings Near Shallow Excavations 96/06/31 Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering
16 Stability of Buildings Near Shallow Excavations 96/06/31 Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering
17 Three dimensional stability analysis of reinforced soil bags to the upper part analysis 95/08/27 5th international conference on geotechnical engineering and soil mechanics
18 Three dimensional stability analysis of reinforced soil bags to the upper part analysis 95/08/27 5th international conference on geotechnical engineering and soil mechanics
19 Two-Phase Model for Nonlinear Dynamic Simulation of Reinforced Soil Walls Based on a Modified Pastor-Zienkiewicz-Chan Model for Granular Soil 94/11 /12 JOURNAL OF ENGINEERING MECHANICS
20 Inverse analysis of settlement and convergence data during Resalat tunnel construction 94/10 /05 Faculty of Engineering University of Tehran
21 Case Study Sensitivity Analysis of FWD Test Results to Asphalt Thickness Change Using Three EVERCALC, ELMOD, and MODULUS Software 94/08/03 The 7th Bitumen, Asphalt & Machinery National Conference & Exhibition
22 Case Study Sensitivity Analysis of FWD Test Results to Asphalt Thickness Change Using Three EVERCALC, ELMOD, and MODULUS Software 94/08/03 The 7th Bitumen, Asphalt & Machinery National Conference & Exhibition
23 Uncertainty in Determination of Seismic Yield Coefficient of Earth Slopes 94/08 /30 Bulletin of Earthquake Science and Engineering
24 Slope Stability and Bearing Capacity of Footings on Top of Slopes Under Repeated Dynamic Loads 94/08 /13 Journal of Seismology and Earthquake Engineering
25 LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRNGHT REDUCTION METHOD 94/02/31 7th International Conference of Seismology and Earthquake Engineering
26 LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRNGHT REDUCTION METHOD 94/02/31 7th International Conference of Seismology and Earthquake Engineering
27 Simulation and Field Testing of a Railway Falling Weight Deflection Measurement Technique 94/02/17 10th International Congress on Civil Engineering
28 Simulation and Field Testing of a Railway Falling Weight Deflection Measurement Technique 94/02/17 10th International Congress on Civil Engineering
29 Analytical Assessment of Swamp Ties and High Embankments Using Dynamic Measurement of Deflections for the Maintenance of Railway Track Substructures 93/12/14 International Congress on Advanced Railway Engineering
30 Analytical Assessment of Swamp Ties and High Embankments Using Dynamic Measurement of Deflections for the Maintenance of Railway Track Substructures 93/12/14 International Congress on Advanced Railway Engineering
31 Active earth pressure induced by strip loads on a backfill 93/09 /10 International Journal of Civil Engineering
32 SEISMIC PERFORMANCE OF SLOPES IN PSEUDO-STATIC DESIGNS WITH DIFFERENT SAFETY FACTORS 93/05 /10 IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY, TRANSCATION B: ENGINEERING
33 Bearing Capacity of Strip Footings near Slopes Using Lower Bound Limit Analysis 93/03 /11 Civil Engineering Infrastructures journal
34 Correlation between (VSS) plate load test results and Geogauge measurements carried out in pavement layers construction 93/02/18 8th National Congress of Civil Engineering of Iran, Babol
35 Correlation between (VSS) plate load test results and Geogauge measurements carried out in pavement layers construction 93/02/18 8th National Congress of Civil Engineering of Iran, Babol
36 SEISMIC STABILITY ANALYSIS OF THREE DIMENSIONAL SLOPES USING ACCEPTABLE STRESS FIELDS 92/10 /11 IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY, TRANSCATION B: ENGINEERING
37 A modification to dense sand dynamic simulation capability of Pastor–Zienkiewicz–Chan model 92/10 /10 Acta Geotechnica
38 Three dimensional analysis of active earth pressure induced by single load on backfill 92/08/01 The First National Conference of Iranian Geothecnical Engineering
39 Three dimensional analysis of active earth pressure induced by single load on backfill 92/08/01 The First National Conference of Iranian Geothecnical Engineering
40 Shakedown method versus pseudostaic method for seismic slope stability 92/08 /10 International Journal of Civil Engineering
41 Determination of Test made for NDT of railway superstructure using finite element simulation 92/02/03 3rd International Conference on Recent Advances in Railway Engineering
42 Determination of Test made for NDT of railway superstructure using finite element simulation 92/02/03 3rd International Conference on Recent Advances in Railway Engineering
43 Safety of Foundations Located on Slopes And Subjected to Repeated Loads 91/07/07 15th World Conference on Earthquake Engineering
44 Safety of Foundations Located on Slopes And Subjected to Repeated Loads 91/07/07 15th World Conference on Earthquake Engineering
45 Application of admissible stress fields for computation of passive seismic force in retaining walls 91/05 /11 Scientia Iranica
46 3D stability analysis of convex slopes in plan view using lower bound linear finite element 91/03 /12 International Journal of Civil Engineering
47 3D STABILITY ANALYSIS OF CONCAVE SLOPES IN PLAN VIEW USING LINEAR FINITE ELEMENT AND LOWER BOUND METHOD 90/12 /11 International Journal of Stem Cell Research and Transplantation (IJST)
48 Laboratory Investigation on the Resilient Modulus, Indirect Tensile Strength and Unconfined Compressive Strength of Cold In-Place Recycled Asphalt Mixes Using Foamed Bitumen 90/12 /01 Faculty of Engineering University of Tehran
49 Stability analysis of reinforced slopes using upper bound limit analysis 90/11 /06 Faculty of Engineering University of Tehran
50 Seismic behavior of slopes by lower bound dynamic shakedown theory 90/10 /11 COMPUTERS AND GEOTECHNICS
51 ANALYTICAL SOLUTION OF SEISMIC ACTIVE LATERAL FORCE IN RETAINING WALLS USING STRESS FIELDS 90/10 /11 IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY, TRANSCATION B: ENGINEERING
52 Effect of bedrock inclination on seismic slope stability according to Iran seismically data 90/09 /10 International Journal of Civil Engineering
53 A non - linear two - phase model for reinforced soils 90/08 /10 Proceedings of the Institution of Civil Engineers – Ground Improvement
54 Seismic active pressure on retaining walls 90/06 /01 Civil Engineering Infrastructures journal
55 Influence of bedrock inclination on seismic slope stability 90/04 /01 Faculty of Engineering University of Tehran
56 Static and dynamic bearing capacity of strip footings, under variable repeated loading 90/03 /11 Turkish Journal of Engineering and Environmental Sciences
57 Development of a two-phase model for simulating the behavior of reinforced soils 90/02/21 13th International Conference of the International Association for Computer Methods and Advances in Geo-mechanics
58 Development of a two-phase model for simulating the behavior of reinforced soils 90/02/21 13th International Conference of the International Association for Computer Methods and Advances in Geo-mechanics
59 Experimental analysis to evaluate the effectiveness of lime and non-traditional additives on subgrade soil stabilization of Kerman-Zangiabad road 90/01 /20 Faculty of Engineering University of Tehran
60 Reinforced soil walls with biphasic homogeneous environment analysis method 89/08/12 4th International Conference on Geotechnical Engineering and Soil Mechanics
61 Developement of two-phase analysis method by improving the soil behavior model 89/08/12 4th International Conference on Geotechnics and Soil Engineering of Iran
62 Reinforced soil walls with biphasic homogeneous environment analysis method 89/08/12 4th International Conference on Geotechnical Engineering and Soil Mechanics
63 Developement of two-phase analysis method by improving the soil behavior model 89/08/12 4th International Conference on Geotechnics and Soil Engineering of Iran
64 Influences of nonassociated flow rules on three-dimensional seismic stability of loaded slopes 89/04 /03 Journal of Central South University
65 Bearing capacity of foundations located on concave slopes in plan view using upper bound theorem 89/04 /01 Faculty of Engineering University of Tehran
66 Rotation translation mechanisms for upper - bound solution of bearing capacity problems 89/03 /11 COMPUTERS AND GEOTECHNICS
67 Development and Validation of a Two-Phase Model for Reinforced Soil by Considering Nonlinear Behavior of Matrix 89/03 /11 JOURNAL OF ENGINEERING MECHANICS
68 A simplified two - phase macroscopic model for reinforced soils 88/10 /11 GEOTEXTILES AND GEOMEMBRANES
69 Experimental modeling of three dimensional bearing capacity of footings on slopes 88/10 /01 Faculty of Engineering University of Tehran
70 Three dimensional stability analysis of reinforced slopes 88/07/17 Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering
71 Three dimensional stability analysis of reinforced slopes 88/07/17 Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering
72 Preactive Springs Method for tunnel NATM excavation analysis in time domain 88/02/31 8th Conference on Tunnels of Iran
73 Preactive Springs Method for tunnel NATM excavation analysis in time domain 88/02/31 8th Conference on Tunnels of Iran
74 استفاده از سطوح گسیختگی انتقالی-دورانی در مسایل تحلیل حدی مرز بالا 88/02/21 هشتمین کنگره بین المللی مهندسی عمران
75 استفاده از سطوح گسیختگی انتقالی-دورانی در مسایل تحلیل حدی مرز بالا 88/02/21 هشتمین کنگره بین المللی مهندسی عمران
76 An Investigation on modification of Tehran Refinery 60-70 asphalt using polyethilens produced in Iran 87/08/22 4th Iranian Conference on Asphalt and Asphalt Mixtures
77 Modification of Asphalt using polyethilen eith petroleum oils and SBS 87/08/22 4th Iranian Conference on Asphalt and Asphalt Mixtures
78 An Investigation on modification of Tehran Refinery 60-70 asphalt using polyethilens produced in Iran 87/08/22 4th Iranian Conference on Asphalt and Asphalt Mixtures
79 Modification of Asphalt using polyethilen eith petroleum oils and SBS 87/08/22 4th Iranian Conference on Asphalt and Asphalt Mixtures
80 Presentation of a Homogenized Multi-Phase Model for Reinforced Soil Considering Non-Linear Behavior of Matrix 87/07/16 The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics
81 Presentation of a Homogenized Multi-Phase Model for Reinforced Soil Considering Non-Linear Behavior of Matrix 87/07/16 The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics
82 بهینه یابی درصد قیر در طرح اختلاط مخلوطهای آسفالتی بازیافتی با استفاده از کف قیر 87/06/07 چهاردهمین کنفرانس دانشجویان مهندسی عمران سراسر کشور
83 بهینه یابی درصد قیر در طرح اختلاط مخلوطهای آسفالتی بازیافتی با استفاده از کف قیر 87/06/07 چهاردهمین کنفرانس دانشجویان مهندسی عمران سراسر کشور
84 Three - Dimensional Stability Analysis of Convex Slopes in Plan View 87/05 /11 Journal of Geotechnical and Geoenvironmental Engineering - ASCE
85 تاثیر دانه بندی، تعداد ضربات تراکم و درصد قیر بر مقاومت کششی غیرمستقیم مخلوطهای آسفالت کف قیر 87/02/19 چهارمین کنگره ملی مهندسی عمران
86 بررسی روسازیهای CRAM و نحوه عملکرد مکانیکی آنها 87/02/19 چهارمین کنگره ملی مهندسی عمران
87 تحلیل سه بعدی پایداری شیروانیهای خاکی به روش آنالیز حدی مرز بالا با فرض بلوکهای لایه ای 87/02/19 چهارمین کنگره ملی مهندسی عمران
88 تاثیر دانه بندی، تعداد ضربات تراکم و درصد قیر بر مقاومت کششی غیرمستقیم مخلوطهای آسفالت کف قیر 87/02/19 چهارمین کنگره ملی مهندسی عمران
89 بررسی روسازیهای CRAM و نحوه عملکرد مکانیکی آنها 87/02/19 چهارمین کنگره ملی مهندسی عمران
90 تحلیل سه بعدی پایداری شیروانیهای خاکی به روش آنالیز حدی مرز بالا با فرض بلوکهای لایه ای 87/02/19 چهارمین کنگره ملی مهندسی عمران
91 The effect of grading, number of compaction impacts and volumic ratio of asphalt on indirect traction strength of foam asphalt mixes 87/02/03 4th National Congress of Civil Engineering of Iran, University of Tehran
92 The effect of grading, number of compaction impacts and volumic ratio of asphalt on indirect traction strength of foam asphalt mixes 87/02/03 4th National Congress of Civil Engineering of Iran, University of Tehran
93 3D Stability Analysis of Corners By the Kinematic Approach 86/10/11 5th International Conference on LandSlides Slope Stability and the Safety of infra-Structures
94 3D Stability Analysis of Corners By the Kinematic Approach 86/10/11 5th International Conference on LandSlides Slope Stability and the Safety of infra-Structures
95 Pore water Pressures in three dimensional slope stability analysis 86/10 /11 International Journal of Civil Engineering
96 The role of the safety factor in the stability analysis of slopes under concentrated loads 86/10 /02 Faculty of Engineering University of Tehran
97 Three-dimensional stability analysis of excavation face of circular tunnels in homogeneous soils 86/07/26 3rd Iranian Rock Mechanics Conference
98 Three-dimensional stability analysis of excavation face of circular tunnels in homogeneous soils 86/07/26 3rd Iranian Rock Mechanics Conference
99 Upper bound solution for the face stability in NATM and open face mechanized tunnelling 86/07/07 ECCOMAS Thematic Conference on Computational Methods in Tunnelling
100 Upper bound solution for the face stability in NATM and open face mechanized tunnelling 86/07/07 ECCOMAS Thematic Conference on Computational Methods in Tunnelling
101 تحلیل پایداری شیروانی های قوس دار در پلان به روش آنالیز حدی 86/06 /31 Amirkabir (Journal of Science and Technology)
102 Seismic Passive Earth Pressures in Retaining Walls 86/02/26 5th International Conference of Seismology and Earthquake Engineering
103 Seismic Passive Earth Pressures in Retaining Walls 86/02/26 5th International Conference of Seismology and Earthquake Engineering
104 تحلیل برگشتی داده‌های رفتارسنجی مراحل حفاری زوج تونل رسالت 86/02/14 سومین کنگره ملی مهندسی عمران
105 3D Analysis of bearing capacity of foundations under eccentric loads situated on slopes 86/02/14 3rd Natioal Congress on Civil Engineering
106 An Experimental investigation on stabilisation of soil of Kerman-ZangiAbad road subgrade 86/02/14 3rd Natioal Congress on Civil Engineering
107 تحلیل برگشتی داده‌های رفتارسنجی مراحل حفاری زوج تونل رسالت 86/02/14 سومین کنگره ملی مهندسی عمران
108 3D Analysis of bearing capacity of foundations under eccentric loads situated on slopes 86/02/14 3rd Natioal Congress on Civil Engineering
109 An Experimental investigation on stabilisation of soil of Kerman-ZangiAbad road subgrade 86/02/14 3rd Natioal Congress on Civil Engineering
110 Back analysis of tunnel lining by least squares force method for estimating geotechnical parameters of the soil mass 85/04/21 07th Iranian Tunneling Conference
111 Back analysis of tunnel lining by least squares force method for estimating geotechnical parameters of the soil mass 85/04/21 07th Iranian Tunneling Conference
112 Seismic bearing capacity of shallow foundation with consideration of soil mass inertia 84/06 /01 Faculty of Engineering University of Tehran
113 Three-dimensional stability of corners using upper-bound theorem 83/12 /06 Faculty of Engineering University of Tehran
114 Static and seismic stability of slopes under concentrated load 82/02/24 4th International Conference on Seismology and Earthquake Engineering
115 Static and seismic stability of slopes under concentrated load 82/02/24 4th International Conference on Seismology and Earthquake Engineering
116 تاثیر دانه بندی و ابعاد نمونه برروی مقاومت برشی خاک درشت دانه در آزمون برش مستقیم 82/02/17 ششمین کنفرانس بین المللی مهندسی عمران
117 تاثیر دانه بندی و ابعاد نمونه برروی مقاومت برشی خاک درشت دانه در آزمون برش مستقیم 82/02/17 ششمین کنفرانس بین المللی مهندسی عمران
118 Three Dimensional Analysis of nonhomogeneous slopes 81/11 /12 Journal of Geotechnical and Geoenvironmental Engineering - ASCE
119 Upper - bound solution for seismic bearing capacity of shallow foundations near slopes 81/10 /11 GEOTECHNIQUE
120 Limit state analysis of bearing capacity of shallow foundations situated above the slopes 81/09/20 3rd International Seminar of Geotechnical Enginering and Soil Mechanics of Iran
121 An Investigation on the effect of granulometric modification of aluviums of Tehran on their direct shear test results 81/09/20 3rd International Seminar of Geotechnical Enginering and Soil Mechanics of Iran
122 Limit state analysis of bearing capacity of shallow foundations situated above the slopes 81/09/20 3rd International Seminar of Geotechnical Enginering and Soil Mechanics of Iran
123 An Investigation on the effect of granulometric modification of aluviums of Tehran on their direct shear test results 81/09/20 3rd International Seminar of Geotechnical Enginering and Soil Mechanics of Iran
124 Three Dimensional stability analysis using limit analysis method 81/09 /01 Faculty of Engineering University of Tehran
125 The Effect of moisture content on identification of dispensive soils using chemical criterion of sherared 80/12 /01 Faculty of Engineering University of Tehran
126 Application of convergence-confinement method in non-circular cross sections 80/08/09 05th Iranian Tunneling Conference
127 Instrument design and evaluation of behavior an urban tunnel 80/08/09 5th Iranian Tunneling Conference
128 Determination of surface settlement induced by excavation of Tehran metro tunnels 80/08/09 5th Conference of Tunnels of Iran
129 Application of convergence-confinement method in non-circular cross sections 80/08/09 05th Iranian Tunneling Conference
130 Instrument design and evaluation of behavior an urban tunnel 80/08/09 5th Iranian Tunneling Conference
131 Determination of surface settlement induced by excavation of Tehran metro tunnels 80/08/09 5th Conference of Tunnels of Iran
132 Determination of appropirate grain size disribution for downstream filter of earth dams 79/10/12 4th Conference on Dam Construction of Iran
133 Determination of appropirate grain size disribution for downstream filter of earth dams 79/10/12 4th Conference on Dam Construction of Iran
134 بررسی پتانسیل واگرایی خاک هسته ناتراوای یک سد خاکی 72/08/05 دومین سمینار بین المللی مکانیک خاک و مهندسی پی ایران
135 تحلیل اندرکنش مجموعه سازه-شالوده گسترده-خاک بر اساس مدل نیم فضای ارتجاعی خطی برای رفتار زمین 72/08/05 دومین سمینار بین المللی مکانیک خاک و مهندسی پی ایران
136 بررسی پتانسیل واگرایی خاک هسته ناتراوای یک سد خاکی 72/08/05 دومین سمینار بین المللی مکانیک خاک و مهندسی پی ایران
137 تحلیل اندرکنش مجموعه سازه-شالوده گسترده-خاک بر اساس مدل نیم فضای ارتجاعی خطی برای رفتار زمین 72/08/05 دومین سمینار بین المللی مکانیک خاک و مهندسی پی ایران
Thesis supervision
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Address:
  School of Civil Engineering
  College of Engineering
  University of Tehran
  Tehran, Iran

P.O. Box: 4563 - 11155
Tel: +98 (21) 61112273