S. Amirreza Beyabanaki
Department of Civil & Environmental Engineering
University of Connecticut
*** ********* ****, ******, ** 06269-3037
Phone: 860-***-****
E-mail: acelsy@r.postjobfree.com
acelsy@r.postjobfree.com
Education
Aug 2011- Aug 2014 Ph.D., Civil & Environmental Engineering, University of Connecticut (UConn), Storrs,
USA.
GPA: 4.0/4.0
Master of Science, Mining Engineering – Geotechnical Engineering, University of
2003
Tehran, Tehran, Iran.
Bachelor of Science, Mining Engineering, Isfahan University of Technology, Isfahan,
2000
Iran.
Awards, Honors, and Fellowships
Honor student with GPA 4.0, University of Connecticut, USA,
2011-2014
2014 Govindan Fellowship, University of Connecticut, USA, Spring 2014.
UCONN Graduate Student Travel Award for the 2013 AGU Fall Meeting, San
2013
Francisco, California, 9-13 December 2013.
Govindan Fellowship, University of Connecticut, USA, Fall 2013.
2013
Doctoral Dissertation Fellowship, University of Connecticut, USA, Fall 2013.
2013
Fellowship, University of Connecticut, USA, Summer 2013.
2013
Pre-doctoral Fellowship, University of Connecticut, USA, Summer 2012.
2012
2003 1st rank graduate from School of Mining Engineering, University of Tehran, Tehran,
Iran.
2001 Ranked 8th in the countrywide MSc entrance exam in Iran.
1st rank graduate from Mining Engineering Faculty, Isfahan University of
2000
Technology, Isfahan, Iran.
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Work Experience
Graduate Research Assistant, University of Connecticut, USA.
2011-present
- Slope stability analysis
- Modeling landslides triggered by rainfall and earthquakes
- Coupled saturated/unsaturated slope stability analysis
- Developing a new combined hydrology and slope stability model
- Modeling groundwater flow and investigate its effects on slope stability
- Considering effects of rainfall on slope stability
- Considering effects of earthquakes on slope stability
- Slope Stability using SoilVision
- Development of a new numerical method for modeling particulate media such
as soils
Geotechnical Engineer, Pooyesh Rah Mandegar Consulting Engineers, Tehran, Iran.
2007-2011
- Site characterization, and rock-joint mapping
- Use of stereographic projections to analyze geologic structure data (DIPS)
- Rock Mass Classification (RMR), Q and rock-mass strengths
- Slope stability analysis and design of support system including soil nailing and
rock anchor
- Numerical modeling of rock mass response due to open and underground
excavations
- Design of temporary and permanent underground support systems in both soils
and rocks (including reinforced concrete/shotcrete lining, steel supports, rock
anchors, and timbers)
- Design of slope and tunnel instrumentations
- Analysis of slope and tunnel instrumentation results
- Improvement of tunnel support system
- Ground improvement
- Stability analysis of rock and soil slopes using SLOPE/W, SLIDE, SWEDGE
- Stress-deformation analysis of tunnels and underground excavations using
UDEC, FLAC, and FLAC3D
Geotechnical Engineer, Haraz Rah Consulting Engineering Group, Tehran, Iran.
2003-2007
- Site investigation, and rock-joint mapping
- Analyze geologic structure data
- Rock Mass Classification (RMR), Q and rock-mass strengths
- Investigations simulating the dynamic effects of earthquakes on slope stability
- Conceptual tunneling method and NATM tunnel cross section (excavation
sequences)
- Design of temporary and permanent tunnel support systems in both soils and
rocks
- Design of slope and tunnel instrumentations
- Analysis of slope and tunnel instrumentation results
- Ground improvement
- Stability analysis of rock and soil slopes using SLOPE/W, SWEDGE, FLAC,
and UDEC
- Stress-deformation analysis of tunnels and underground excavations using
PLAXIS, 3DEC and FLAC3D
2
Selected Relevant Courses
Geotechnics
Soil Mechanics
Groundwater Flow Modeling
Small Watershed Modeling (Hydrology)
Advanced Foundation Design
Tunneling
Rock Mechanics
Advanced Rock Mechanics
Advanced Rock Dynamics
Shaft & Tunnel Excavation
Design of Underground Excavation
Mechanized Excavation
Drilling and Blasting
Design of Surface Excavations
Consulting Experience
Stability Analysis of “Mianeh-Bostan Abad-Tabriz” Railway Trenches.
Stability Analysis of “Isfahan-Shiraz” Railway Trenches.
Stability analysis of “Kerman-Zahedan” Railway Trenches.
Instrumentation Design of “Qazvin-Rasht” Highway Tunnels.
Stability Analysis, Excavation, Instrumentation and Support Design of “Kerman-
Zahedan” Railway Tunnel.
Stability Analysis, Excavation, Instrumentation and Support Design of “Mianeh-
Bostan Abad-Tabriz” Railway Tunnel.
Stability Analysis, Excavation, Instrumentation and Support Design of “Ardakan-
Chadormalu” Railway Tunnel.
Stability Analysis, Excavation, Instrumentation and Support Design of “Qazvin-
Rasht-Bandar Anzali” Railway Tunnels and Trenches.
Stability Analysis, Cross-Cut Tunnels of “Tabriz Subway”.
Stability Analysis, Excavation, Instrumentation and Support Design of “Sanandaj-
Kamyaran” Highway Tunnels and Trenches.
Technical Reviewer
International Journal of Rock Mechanics and Mining Sciences, Elsevier.
International Journal for Numerical and Analytical Methods in Geomechanics, John
Wiley & Sons.
Journal of Rock Mechanics and Geotechnical Engineering, Elsevier.
Computers and Geotechnics, Elsevier.
International Journal of Solids and Structures, Elsevier.
Journal of Advances in Engineering Software, Elsevier.
Ocean Engineering, An International Journal of Research and Development, Elsevier.
3
Peer-Reviewed Journal Papers
1. Beyabanaki S. A. R., Bagtzoglou A.C., “Sphere-boundary edge and sphere-boundary
corner contacts model in DDA for 3-D particulate media simulations”, Geomechanics
and Geoengineering: An International Journal, Taylor & Francis, 2014 (in press).
2. Beyabanaki S. A. R., Bagtzoglou A.C., “Accuracy of Dynamic Disk-Based DDA
with Respect to a Single Sliding Disk Cluster", Geomechanics and Geoengineering:
An International Journal, Taylor & Francis, 2014, DOI:
10.1080/17486025.2013.838645, in press.
3. Beyabanaki S. A. R., Bagtzoglou A.C., “Non-rigid disk-based DDA with a new
contact model”, Computers and Geotechnics, Elsevier, 2013, 49, 25–35.
4. Beyabanaki S. A. R., Bagtzoglou A.C., “Three-dimensional discontinuous
deformation analysis (3-D DDA) method for particulate media applications”,
Geomechanics and Geoengineering: An International Journal, Taylor & Francis,
2012, 7(4), 239–253.
5. Beyabanaki S. A. R., Jafari A., Yeung M. R., “High-Order Three-Dimensional
Discontinuous Deformation Analysis (3-D DDA)”, International Journal for
Numerical Methods in Biomedical Engineering, John Wiley & Sons, 2010, 26(12),
1522-1547.
6. Beyabanaki S. A. R., Ferdosi B., Mohammadi S., “Validation of dynamic block
displacement analysis and modification of edge-to-edge contact constraints in 3-D
DDA”, International Journal of Rock Mechanics and Mining Sciences, Elsevier,
2009, 46, 1223-1234.
7. Beyabanaki S. A. R., Mikola G. R., Biabanaki S. O., Mohammadi S., “New Point-to-
Face Contact Algorithm for 3-D Contact Problems using the Augmented Lagrangian
Method”, Geomechanics and Geoengineering: An International Journal, Taylor &
Francis, 2009, 4(3), 221-236.
8. Beyabanaki S. A. R., Jafari A., Yeung M. R., “Second-Order Displacement
Functions for Three-Dimensional Discontinuous Deformation Analysis (3-D DDA)”,
International Journal of Science and Technology, Elsevier, 2009, 16(3), 216-225.
9. Beyabanaki S. A.R., Jafari A., Biabanaki S. O., Yeung M. R., “A Coupling Model of
3-D Discontinous Deformation Analysis (3-D DDA) and Finite Element Method”,
AJSE, 2009, 34(2B), 107-119.
10. Beyabanaki S. A. R., Jafari A., Biabanaki S. O., Yeung M. R “Nodal-based Three-
Dimensional Discontinuous Deformation Analysis (3-D DDA)”, Computers and
Geotechnics, Elsevier, 2009, 36, 359-372.
11. Beyabanaki S. A. R., Mikola R. G., Hatami K. “Three-dimensional discontinuous
deformation analysis (3-D DDA) using a new contact resolution algorithm”,
Computers and Geotechnics, Elsevier, 2008, 35, 346–356.
4
International Conference Papers
1. Moosavi M., Jafari A., Beyabanaki S. A., “Dynamic Three-Dimensional
Discontinuous Deformation Analysis (3-D DDA) Validation Using Analytical
Solution”, Proceedings of the Seventh International Conference on Analysis of
Discontinuous Deformation (ICADD-7), Hawaii, USA, Dec. 10-12, 2005, pp. 37-48.
2. Beyabanaki S. A. R., Jafari A., “Modified point-to-face frictionless contact
constraints for three-dimensional Discontinuous Deformation Analysis (3-D DDA)”,
Proceedings of the Seventh International Conference on Analysis of Discontinuous
Deformation (ICADD-7), Hawaii, USA, Dec. 10-12, 2005, pp. 24-36.
3. Beyabanaki S. A. R., Jafari A., Yeung M. R., Biabanaki S. O., “Implementation of a
Trilinear Hexahedron Mesh into Three-Dimensional Discontinuous Deformation
Analysis (3-D DDA)”, The 8th International Conference on Analysis of Discontinuous
Deformation (ICADD-8): Fundamentals and Application to Mining & Civil
Engineering, Beijing, China, Aug. 2007, pp. 51-56.
4. Beyabanaki S. A. R., Jafari A., Yeung M. R., “Development of Three-Dimensional
Discontinuous Deformation Analysis (3-D DDA) with 3rd Order Displacement
Function”, 42nd U.S. Rock Mechanics Symposium and 2nd U.S.-Canada Rock
Mechanics Symposium, San Francisco, USA, June 29-July 2, 2008, Paper number
ARMA 08-349.
5. Beyabanaki S. A. R., Yeung M. R., Vosogh A. H., “Three-Dimensional
Discontinuous Deformtion Analysis (3-D DDA) with nth-order polynomial
displacement functions”, 43rd U.S. Rock Mechanics Symposium and 4th U.S.-Canada
Rock Mechanics Symposium, Asheville, North Carolina, USA, June 28- July 1, 2009,
Paper number ARMA 09-5.
6. Beyabanaki S. A. R., Yeung M. R., Mohammadi S., Gao Y. N., “Contact Theory for
Deformable Blocks in Three-Dimensional Discontinuous Deformation Analysis (3-D
DDA)”, 44th U.S. Rock Mechanics Symposium, Salt Lake City, Utah, USA, June 27-
30, 2010, Paper number ARMA 10-316.
7. Beyabanaki S. A. R., Yeung M. R., “Modification of Contact Constraints in High-
Order Three-Dimensional Discontinuous Deformation Analysis (3-D DDA)”, 45th
U.S. Rock Mechanics/Geomechanics Symposium, San Francisco, USA, June 26-29,
2011, Paper number ARMA 11-203.
8. Beyabanaki S. A. R., Bagtzoglou A.C., Anagnostou E.N., “Effect of water content
on stability of landslides triggered by earthquakes”, the 2013 AGU Fall Meeting, San
Francisco, USA, Dec. 9-13, 2013.
Computer Skills
Programming Languages:
Visual BASIC, FORTRAN, C++, MATLAB
Professional Packages:
1. SoilVision Office
2. GEO-SLOPE Office (SLOPE/W, SEEP/W, SIGMA/W, QUAKE/W)
ITASCA Software (UDEC, 3DEC, FLAC, FLAC3D, PFC2D and
3.
PFC3D)
4. ROCSCIENCE Software (SLIDE, DIPS, UNWEDGE, SWEDGE,
PHASE2, ROCFALL, ROCPLANE)
5. PLAXIS
Development Tools:
AutoCAD, Microsoft Office
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