Iman Hossein Pour Babaei

Size: px
Start display at page:

Download "Iman Hossein Pour Babaei"

Transcription

1 Iman Hossein Pour Babaei Geotechnical Engineering Program Department of Civil Engineering Faculty of Engineering, University of Guilan Rasht, PB , Guilan Province, Iran C: +98 (912) Highlights Over eight years of international research experiences in geotechnical engineering with specialty in site investigation, soft soil engineering, embankment design, geosyntheticreinforced soil structure, field instrumentation and monitoring; Experienced in international geotechnical engineering codes and standards: ASTM, British Standard BS; Experienced in geotechnical, structural and project management softwares; Mature, professional personality with realistic goals and effective communication skills developed by working with a broad range of people in different professional positions; Involved in many research activities and supervising M.Sc. students resulting to publish a number of articles in high quality journals. 1

2 Educational Background & Positions Assistant Professor at Department of Civil Engineering, The University of Guilan, Rasht, Iran, Sep Present; Postdoc Fellow at Graduate School of Engineering COPPE Federal University of Rio de Janeiro UFRJ, Rio de Janeiro, Brazil, Sep 2015-Sep 2017; PhD in Geotechnical Engineering at Graduate School of Engineering COPPE Federal University of Rio de Janeiro UFRJ, Rio de Janeiro, Brazil, June 2011-May 2015; MSc in Geotechnical Engineering at University of Mazandaran, Babol, Iran, Oct 2005-Oct 2008; BSc in Civil Engineering at University of Mazandaran, Babol, Iran, Oct 2001-Sep Research Interests Soft soil engineering: in-situ and laboratory testing, field observations, ground instrumentation, numerical analysis, constitutive models; Embankment on soft clays: conventional stone columns, geosynthetic encased granular columns, and pile supported with basal reinforcement; Critical state soil mechanics; Ground improvement; Geosynthetic-reinforced soil; Finite element analysis. Honors & Awards Ph.D. Fellowship by Brazilian Research Council (CAPES) ( ); Post-doctoral Fellowship by the Brazilian National Funding Institution (CNPq) ( ); Best Paper Award (Mokshagundam Visvesvaraya Prize) by Institution of Civil Engineers ICE for the paper published in Ground Improvement Journal 2017; 2

3 Best PhD Thesis Award by Brazilian Society of Soil Mechanics and Geotechnical Engineering (ABMS) (honrosa no Prêmio Costa Nunes award) ; Outstanding Researcher Award by Brazilian Society of Soil Mechanics and Geotechnical Engineering (ABMS); Outstanding Student Award from the President of University of Mazandaran (2006); 3rd place in National Competition of High Strength-Light Concrete, Iran (2004). Professional Affiliations International Geosynthetics Society IGS; Brazilian Association of Soil Mechanics and Geotechnical Engineering ABMS; Iranian Association of Civil Engineering. Review Services Geosynthetics International; Geotextiles & Geomembranes; Ground Improvement; International Journal of Geomechanics; Geotechnical and Geological Engineering. Software Skills Plaxis 2D and 3D (professional); Flac 2D (intermediate); Geoslope (professional); Slide (professional); Etabs (professional); Safe (professional); Autocad (professional); Microsoft office (professional). 3

4 Peer-Reviewed Journal Papers [1] HOSSEINPOUR, I., ALMEIDA, M.S.S., RICCIO, M., (2017). Strength and compressibility characteristics of a soft clay subjected to ground treatment. Geotechnical and Geological Engineering, 35 (3), [2] HOSSEINPOUR, I., ALMEIDA, M.S.S., RICCIO, M., (2016). Ground improvement of soft soils by geotextile-encased column. Ground Improvement, 169 (4), [3] HOSSEINPOUR, I., ALMEIDA, M.S.S., RICCIO, M., (2015). Full-scale load test and finite element analysis of soft ground improved by geotextile-encased granular columns. Geosynthetics International, 22 (6), [4] HOSSEINPOUR, I., RICCIO, M., ALMEIDA, M.S.S., (2014). Numerical evaluation of a granular column reinforced by geosynthetics using encasement and laminated disks. Geotextiles and Geomembranes, 42 (4), [5] ALMEIDA, M.S.S., HOSSEINPOUR, I., RICCIO, M., (2013). Performance of a geosynthetic-encased column (GEC) in soft ground: numerical and analytical studies. Geosynthetics International, 20 (4), [6] ALMEIDA, M.S.S., HOSSEINPOUR, I., RICCIO, M., ALEXIEW, D., (2015). Behavior of geotextile encased granular columns supporting test embankment on soft deposit. Geotechnical and Geoenvironmental Engineering, ASCE, 141 (3), [7] HOSSEINPOUR, I., MIRMORADI, S.H., BARARI, A., OMIDVAR, M., (2010). Numerical evaluation of sample size effect on the stress-strain behavior of geotextilereinforced sand. Applied Physics and Engineering, 11 (8), [8] MAZAHERIPOUR, H., GHANBARPOUR, S., MIRMORADI, S.H., HOSSEINPOUR, I., (2011). The effect of polypropylene fibers on the properties of fresh and hardened lightweight self-compacting concrete. Construction and Building Materials, 25 (1),

5 [9] MIRMORADI, S.H., HOSSEINPOUR, I., BARAI, A., GHOTBI, A.R., (2009). Analysis of foam drainage problem using variational iteration method. Advanced Studies of Theoretical Physics, 3 (8), [10] MIRMORADI, S.H., HOSSEINPOUR, I., GHANBARPOUR, S., BARARI, A., (2009). Application of an approximate analytical method to nonlinear troesch s problem. Applied Mathematical Sciences, 3 (32), [11] MIRMORADI, S.H., HOSSEINPOUR, I., GHANBARPOUR, S., BARARI, A., (2009). Application of homotopy perturbation method and variational iteration method to a nonlinear fourth order boundary value problem. International Journal of Mathematic Analysis, 3 (23), Submitted Journal Papers [1] HOSSEINPOUR, I., ALMEIDA, M.S.S., SORIANO, C., (2017). Embankment on improved soft foundation: a numerical study for contribution of basal reinforcement and working platform. Soils and Foundations, (under review). [2] HOSSEINPOUR, I., RICCIO, M., ALMEIDA, M.S.S., (2017). Verification of a plane strain model for the analysis of encased granular columns. Journal of Geoengineering, (Under review). Conference Papers [1] SORIANO, C., ALMEIDA, M.S.S., HOSSEINPOUR, I., (2017). Embankment on encased columns: numerical study of the influence of working platform on the development of geosynthetic basal reinforcement and encasement tensile forces. International Conference on Transportation Infrastructure and Materials, Qingdao, China. [2] HOSSEINPOUR, I., ALMEIDA, M.S.S., RICCIO, M., (2016). Numerical analysis of geosynthetic encased granular columns supporting a test embankment. 3rd Pan-American Conference on Geosynthetics, GeoAmericas, Miami, USA. 5

6 [3] RICCIO, M., ALMEIDA, M.S.S., HOSSEINPOUR, I., SCHMIDT, C.F., (2015). Comportamento de Colunas Granulares Encamisadas com Geossitético (GEC) Aterro Experimental sobre solos moles. VII Congresso Brasileiro de Geossintéticos-REGEO, Brasilia (In Portuguese). [4] ALMEIDA, M.S.S., HOSSEINPOUR, I., RICCIO, M., LIMA, B.T., BARONI, M., (2015). Numerical studies of the installation of stone columns in very soft soils. XV Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Buenos Aires, Argentina. [5] HOSSEINPOUR, I., ALMEIDA, M.S.S., (2014). CPTu tests and site characterization of a soft clay deposit subjected to ground treatment. 3rd International Conference on Cone Penetration Testing, Las Vegas, USA. [6] RICCIO, M., ALMEIDA, M.S.S., HOSSEINPOUR, I., (2012). Comparison of analytical and numerical methods for the design of embankments on geosynthetic encased columns. 2nd Pan-American Conference on Geosynthetics, GeoAmericas, Lima, Peru. [7] HOSSEINPOUR, I., MIRMORADI, S.H., (2009). Numerical evaluation of size effect on the Mechanical behavior of geotextile-reinforced sand. XVII International Conference on Soil Mechanics & Geotechnical Engineering, Alexandria, Egypt. [8] MIRMORADI, S.H., HOSSEINPOUR, I., (2009). Behavior characteristics of geotextilereinforced clay. 7th Asian Regional Conference of IAEG, Geological Engineering Problems in Major Construction Projects, China. Academic Experiences [1] Teacher assistant at Federal University of Rio de Janeiro, Brazil, Aug Present. Soft soil engineering; Design and analysis of embankment on soft soils. [2] Full time lecture at Islamic Azad University (IAU), Amol, Iran, Sep Jul

7 Soil mechanic; Foundation engineering; Soil laboratory testing. Professional engineering software; Site investigation. [3] Teacher assistant at University of Mazandaran, Babol, Iran, Jan Jul Soil mechanic; Foundation engineering. [4] Teacher assistant at Pardisan University, Fereydoonkenar, Iran, Feb Sep Dam Engineering; Foundation engineering. [5] Teacher assistant at Shomal University, Amol, Iran, Dec Jun Basic soil mechanic and laboratory testing. Coaching and Supervision [1] Cristian Yair Soriano Camelo, (Jan March 2016), Three-dimensional finite element analysis of an embankment on geosynthetic-encased granular columns, M.Sc. Thesis, Graduate School of Engineering (COPPE), Federal University of Rio de Janeiro (UFRJ), Brazil. [2] Priscilla Antoniazzi Campos, (Jan June 2015), Numerical analysis of reinforced and un-reinforced stone columns, B.Sc. final project, School of Polytechnic, Federal University of Rio de Janeiro (UFRJ), Brazil. 7

8 [3] Thanos Nicolas Nikolaou, (Oct Sep. 2015), Parametric analysis for performance of granular encased columns, Graduate School of Engineering (COPPE), Federal University of Rio de Janeiro (UFRJ), Brazil. Industrial Experiences [1] Geotechnical Engineer, ThyssenKrupp CSA, Santa Cruize, Rio de Janeiro, Brazil, June 2011 to October Performed: Ground instrumentation and field monitoring; Supervising site investigation and analyzing in-situ tests data; Field monitoring and interpretation of the instrumentation results; Laboratory testing and derivation soil parameters; Preparing geotechnical report; Finite element analysis. [2] Geotechnical Engineer, COPPETEC Fundacao, UFRJ, Rio de Janeiro, Brazil, June 2011 January Worked as: Research engineer in development of soft soil improvement techniques used in several practical projects; Analysis of the field investigation and instrumentation results; Assistance in several practical projects including slope stability, ground improvement, embankment on soft soil, excavation, and deep foundation. [3] Geotechnical Engineer, ZHARF AZMA Consultant, Amol, Iran, Aug Sep Worked as: Senior geotechnical engineer, supervising of the field tests; Designing of the shallow and deep foundations; Analyzing of the in situ and laboratory tests; Preparing of the geotechnical reports. 8

9 [4] Structural Engineer, BORJ FOOLADIN SHOMAL, Amol, Iran, Aug Sep Worked as: Designing the concrete structures; Designing the steel structures; Site supervisor and project manager. Languages Persian (native) English (professional proficiency) Portuguese (professional proficiency) 9

CURICULUM VITAE. 5. Computer applications in Geotechnical Engineering for Masters Students in the evening program.

CURICULUM VITAE. 5. Computer applications in Geotechnical Engineering for Masters Students in the evening program. CURICULUM VITAE Dr. AMANULLAH MARRI Office Tel. No. (92-21) 99261261-8 ext. 2613 Cell: 03333512240 Email: amanmuri@neduet.edu.pk, amanmarri@yahoo.com Home C-24 Block-C NED University Staff colony Cell:

More information

Analysis of CMC-Supported Embankments Considering Soil Arching

Analysis of CMC-Supported Embankments Considering Soil Arching Analysis of CMC-Supported Embankments Considering Soil Arching Balaka Ghosh 1, Behzad Fatahi 2, Hadi Khabbaz 3, and A. H. M. Kamruzzaman 4 1 PhD Candidate, School of Civil and Environmental Engineering,

More information

Diego C. B. Valente. 345 Buckland Hills Drive, Apt 1224 Manchester, CT (407)

Diego C. B. Valente. 345 Buckland Hills Drive, Apt 1224 Manchester, CT (407) Diego C. B. Valente 345 Buckland Hills Drive, Apt 1224 Manchester, CT (407)590-3736 dvalente@knights.ucf.edu Legal resident and authorized to work in the USA (green card holder). EDUCATION Doctor of Philosophy

More information

A Global Force in Geotechnical Centrifuge Technology

A Global Force in Geotechnical Centrifuge Technology A Global Force in Geotechnical Centrifuge Technology A new exciting range of geotechnical centrifuges, supported by Cambridge University s Drum IPR is marketed under the Broadbent G-Max Umbrella. Broadbent

More information

ELLEN HIDEMI FUKUDA S CV

ELLEN HIDEMI FUKUDA S CV ELLEN HIDEMI FUKUDA S CV Address: E-mail: System Optimization Laboratory Department of Applied Mathematics and Physics Graduate School of Informatics, Kyoto University Sakyo-ku Yoshida Honmachi, 606 8501,

More information

UNDRAINED SHEAR STRENGTH OF SOFT CLAY REINFORCE WITH SINGLE 16MM DIAMETER ENCAPSULATED BOTTOM ASH COLUMN NABILAH BINTI MD MASHOD FAKEH

UNDRAINED SHEAR STRENGTH OF SOFT CLAY REINFORCE WITH SINGLE 16MM DIAMETER ENCAPSULATED BOTTOM ASH COLUMN NABILAH BINTI MD MASHOD FAKEH 1 UNDRAINED SHEAR STRENGTH OF SOFT CLAY REINFORCE WITH SINGLE 16MM DIAMETER ENCAPSULATED BOTTOM ASH COLUMN NABILAH BINTI MD MASHOD FAKEH B. ENG (HONS.) CIVIL ENGINEERING UNIVERSITI MALAYSIA PAHANG 1 UNIVERSITI

More information

Risk assessment and advance warning for landslides in Brazil SEG Foundation Geoscientists Without Borders

Risk assessment and advance warning for landslides in Brazil SEG Foundation Geoscientists Without Borders Risk assessment and advance warning for landslides in Brazil SEG Foundation Geoscientists Without Borders Laura Azevedo, Aibing Li University of Houston Gabriela Melo, Alison Malcom - MIT The project Name:

More information

Seyyed Ahmad Hosseini

Seyyed Ahmad Hosseini Seyyed Ahmad Hosseini Curriculum Vitae Assistant Professor of Applied Mathematics-Numerical Analysis at Golestan University Gender Personal Details Male Date of birth 21 st March, 1982 Place of birth Present

More information

TEST EMBANKMENT ON GEOTEXTILE ENCASED GRANULAR COLUMNS STABILIZED SOFT GROUND. Iman Hossein Pour Babaei

TEST EMBANKMENT ON GEOTEXTILE ENCASED GRANULAR COLUMNS STABILIZED SOFT GROUND. Iman Hossein Pour Babaei TEST EMBANKMENT ON GEOTEXTILE ENCASED GRANULAR COLUMNS STABILIZED SOFT GROUND Iman Hossein Pour Babaei Tese de Doutorado apresentada ao Programa de Pósgraduação em Engenharia Civil, COPPE, da Universidade

More information

Engineering Geology at University Complutense of Madrid: 30 years of postgraduate courses

Engineering Geology at University Complutense of Madrid: 30 years of postgraduate courses FIRST INTERNATIONAL CONFERENCE on EDUCATION and TRAINING in GEO-ENGINEERING ENGINEERING SCIENCES Constantza, Romania - June 2008 Engineering Geology at University Complutense of Madrid: 30 years of postgraduate

More information

9/23/ S. Kenny, Ph.D., P.Eng. Lecture Goals. Reading List. Students will be able to: Lecture 09 Soil Retaining Structures

9/23/ S. Kenny, Ph.D., P.Eng. Lecture Goals. Reading List. Students will be able to: Lecture 09 Soil Retaining Structures Lecture 09 Soil Retaining Structures Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland spkenny@mun.ca Lecture Goals Students

More information

Philipe de Almeida Mota

Philipe de Almeida Mota Philipe de Almeida Mota Personal Data birth date: december 9, 1983 nationality: Brazilian gender: male degree: M.Sc. in Physics (currently Ph.D. student) residential address: Av. Epitácio Pessoa 3100,

More information

Engineer. Engineering. Engineering. (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer

Engineer. Engineering. Engineering. (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer Engineer (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer (Random House Webster s College Dictionary, 1991) CE100 Introduction to Civil Geotechnical

More information

TWO DIMENSIONAL MODELING AND STABILITY ANALYSIS OF SLOPES OVERLAYING TO SHAHID RAGAEE POWER PLANT

TWO DIMENSIONAL MODELING AND STABILITY ANALYSIS OF SLOPES OVERLAYING TO SHAHID RAGAEE POWER PLANT 4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1637 TWO DIMENSIONAL MODELING AND STABILITY ANALYSIS OF SLOPES OVERLAYING TO SHAHID RAGAEE POWER PLANT Mohammad

More information

CURRICULUM VITAE HAMID LATIF SIDDIQUI

CURRICULUM VITAE HAMID LATIF SIDDIQUI CURRICULUM VITAE HAMID LATIF SIDDIQUI ADDRESS Institute of Chemistry, University of the Punjab, Lahore Tel. (042) 923 0463 (Office), (042) 542 3221 (Residence) Mobile: 0300-433 2621 Fax: (042) 923 1269

More information

Curriculum Vitae. Dr. Danqing (Dana) Xiao. Ph.D. in Department of Geography, University of California Santa Barbara.

Curriculum Vitae. Dr. Danqing (Dana) Xiao. Ph.D. in Department of Geography, University of California Santa Barbara. Curriculum Vitae Dr. Danqing (Dana) Xiao Personal Information Assistant Professor Department of Environmental, Geographical, and Geological Sciences (EGGS), Bloomsburg University of Pennsylvania Research

More information

Curriculum Vitae. Personal Data. Larissa Carlos de Oliveira Santos. Place, date Brasília-Brazil, June 26 th of 1984 of birth

Curriculum Vitae. Personal Data. Larissa Carlos de Oliveira Santos. Place, date Brasília-Brazil, June 26 th of 1984 of birth Curriculum Vitae Personal Data Full Name Larissa Carlos de Oliveira Santos Place, date Brasília-Brazil, June 26 th of 1984 of birth Nationality Sex, Marital Stattus e-mail Online Lattes CV Brazilian Female,

More information

Pilot Implementation Using Geofoam for Repair of Bridge Approach Slabs

Pilot Implementation Using Geofoam for Repair of Bridge Approach Slabs Pilot Implementation Using Geofoam for Repair of Bridge Approach Slabs Anand J. Puppala, Ph.D., P.E., DGE, F.ASCE Distinguished Professor, Dept. of Civil Engineering Director, Sustainable and Resilient

More information

Manika Maharjan, Ph.D.

Manika Maharjan, Ph.D. Associate Civil Engineering 475 14th Street, Suite 400 Oakland, CA 94612 (510) 268-5001 tel mmaharjan@exponent.com Professional Profile Dr. Maharjan specializes in geotechnical engineering and earthquake

More information

Teaching and Research Experience

Teaching and Research Experience mahmood ul hassan Education and Training 1996 2000 PhD (Doctor of Philosophy) in Physics, University of Cambridge, United Kingdom. - St. John s College, Cambridge. - Department of Applied Mathematics and

More information

Nonlinear Time-Dependent Soil Behavior due to Construction of Buried Structures

Nonlinear Time-Dependent Soil Behavior due to Construction of Buried Structures Journal of Earth Sciences and Geotechnical Engineering, vol. 4, no. 1, 214, 71-88 ISSN: 172-4 (print), 172- (online) Scienpress Ltd, 214 Nonlinear Time-Dependent Soil Behavior due to Construction of Buried

More information

Michael Quast Edens, PhD Adjunct Assistant Professor

Michael Quast Edens, PhD Adjunct Assistant Professor Michael Quast Edens, PhD Adjunct Assistant Professor Department of Mechanical Engineering and Industrial Engineering Montana State University- Bozeman Bozeman, MT 59717 Phone: (406) 994-2633 email: medens@coe.montana.edu

More information

GEOMENGTER - Geomechanical and Geotechnical Engineering

GEOMENGTER - Geomechanical and Geotechnical Engineering Coordinating unit: Teaching unit: Academic year: Degree: ECTS credits: 2015 250 - ETSECCPB - Barcelona School of Civil Engineering 751 - DECA - Department of Civil and Environmental Engineering MASTER'S

More information

Jianrong Li Department of Mathematics Weizmann Institute of Science Ziskind building, 234 Herzl St. Rehovot, 7610001, Israel Email: Homepage: lijr07@gmail.com http://www.wisdom.weizmann.ac.il/~jianrong/

More information

Samira Ardani. Academic Interests

Samira Ardani. Academic Interests Samira Ardani Ocean Engineering Department 200 Seawolf Parkway, Galveston, TX 77554 Office: PMEC, Room 137 Email: arda12@ tamu.edu Academic Interests - Nearshore Wave Modeling: Transformation of Waves

More information

Column Supported Embankments with Geosynthetic Encased Columns: Parametric Study

Column Supported Embankments with Geosynthetic Encased Columns: Parametric Study Column Supported Embankments with Geosynthetic Encased Columns: Parametric Study Majid Khabbazian ; Christopher L. Meehan 2 ; Victor N. Kaliakin 3 Abstract: Three-dimensional finite element analyses were

More information

RESUME. SHENG WU Add.: Caltech, Pasadena, CA No.: Phone No.: (626) Fax No.

RESUME. SHENG WU Add.: Caltech, Pasadena, CA No.: Phone No.: (626) Fax No. RESUME SHENG WU Add.: 127-72 Caltech, Pasadena, CA91125 E-mail No.: sheng@pop-server.cco.caltech.edu Phone No.: (626)3952946 Fax No.: (626)5989213 SUMMARY: 1 year teaching experience. 7 years research

More information

EFFECT OF PARTICLE SHAPE ON SAND-GEOSYNTHETIC INTERFACES

EFFECT OF PARTICLE SHAPE ON SAND-GEOSYNTHETIC INTERFACES International Research Journal of Engineering and Technology (IRJET) e-issn: 2395-56 Volume: 4 Issue: 4 Apr -217 www.irjet.net p-issn: 2395-72 EFFECT OF PARTICLE SHAPE ON SAND-GEOSYNTHETIC INTERFACES Krupa

More information

Department of Mathematics, Periyar University, Salem. Department of Mathematics, Bharathiar University, Coimbatore

Department of Mathematics, Periyar University, Salem. Department of Mathematics, Bharathiar University, Coimbatore Dr. S. KARTHIKEYAN Assistant Professor Department of Mathematics Periyar University Salem 636 011 (INDIA) E-mail: skkmathpu@gmail.com, karthi@periyaruniversity.ac.in Webpage: https://sites.google.com/site/skmathpu

More information

GAMINGRE 8/1/ of 7

GAMINGRE 8/1/ of 7 FYE 09/30/92 JULY 92 0.00 254,550.00 0.00 0 0 0 0 0 0 0 0 0 254,550.00 0.00 0.00 0.00 0.00 254,550.00 AUG 10,616,710.31 5,299.95 845,656.83 84,565.68 61,084.86 23,480.82 339,734.73 135,893.89 67,946.95

More information

J. Paul Guyer, P.E., R.A.

J. Paul Guyer, P.E., R.A. J. Paul Guyer, P.E., R.A. Paul Guyer is a registered mechanical engineer, civil engineer, fire protection engineer and architect with over 35 years experience in the design of buildings and related infrastructure.

More information

REPORT ON LABOUR FORECASTING FOR CONSTRUCTION

REPORT ON LABOUR FORECASTING FOR CONSTRUCTION REPORT ON LABOUR FORECASTING FOR CONSTRUCTION For: Project: XYZ Local Authority New Sample Project Contact us: Construction Skills & Whole Life Consultants Limited Dundee University Incubator James Lindsay

More information

Analysis of Controlling Parameters for Shear behavior of Rock Joints with FLAC3D

Analysis of Controlling Parameters for Shear behavior of Rock Joints with FLAC3D International Journal of Structural and Civil Engineering Research Vol. 5, No. 1, February 2016 Analysis of Controlling Parameters for Shear behavior of Rock Joints with FLAC3D Prasoon Tiwari and Hakan

More information

Clayey sand (SC)

Clayey sand (SC) Pile Bearing Capacity Analysis / Verification Input data Project Task : PROJECT: "NEW STEAM BOILER U-5190 Part : A-1 Descript. : The objective of this Analysis is the Pile allowable bearing Capacity Analysis

More information

Faculty of Civil Engineering and Environmental, Universiti Tun Hussein Onn Malaysia, Parit Raja, Batu Pahat Johor, Malaysia

Faculty of Civil Engineering and Environmental, Universiti Tun Hussein Onn Malaysia, Parit Raja, Batu Pahat Johor, Malaysia SHEARING RATE EFFECTS ON RESEARCH CENTRE FOR SOFT SOILS (RECESS) CLAY USING CONE PENETRATION TEST (CPT) Azranasmarazizi Ayob 1, a, Nor Azizi Yusoff 2,b, Ismail Bakar 3,c,Nur Abidah Azhar 4, d, Ameer Nazrin

More information

Mercer Lecture: Stabilization of Roadways using Geosynthetics

Mercer Lecture: Stabilization of Roadways using Geosynthetics Mercer Lecture: Stabilization of Roadways using Geosynthetics Jorge G. Zornberg, Ph.D., P.E., F.ASCE Professor, The University of Texas at Austin, Austin, Texas, USA; zornberg@mail.utexas.edu Immediate

More information

Numerical Modeling of Interface Between Soil and Pile to Account for Loss of Contact during Seismic Excitation

Numerical Modeling of Interface Between Soil and Pile to Account for Loss of Contact during Seismic Excitation Numerical Modeling of Interface Between Soil and Pile to Account for Loss of Contact during Seismic Excitation P. Sushma Ph D Scholar, Earthquake Engineering Research Center, IIIT Hyderabad, Gachbowli,

More information

Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation

Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation Yong-Beom Lee, Jorge Castillo Ausenco, USA Aurelian C. Trandafir Fugro GeoConsulting

More information

Dr. Venkata Narasimha Reddy G

Dr. Venkata Narasimha Reddy G Dr. Venkata Narasimha Reddy G B.Tech., M.Tech., Ph.D., Post Doc.(FIU, USA) Professor MIGS, AMIE, MISTE, C. Eng, MISSMGE Civil Engineering Areas of Interest: Soil Reinforcement Geoenvironmental Engineering

More information

A FINITE ELEMENT MODEL FOR SIZE EFFECT AND HETEROGENEITY IN CONCRETE STRUCTURES

A FINITE ELEMENT MODEL FOR SIZE EFFECT AND HETEROGENEITY IN CONCRETE STRUCTURES A FINITE ELEMENT MODEL FOR SIZE EFFECT AND HETEROGENEITY IN CONCRETE STRUCTURES Roque Luiz Pitangueira 1 and Raul Rosas e Silva 2 1 Department of Structural Engineering -Federal University of Minas Gerais

More information

NEW DOWN-HOLE PENETROMETER (DHP-CIGMAT) FOR CONSTRUCTION APPLICATIONS

NEW DOWN-HOLE PENETROMETER (DHP-CIGMAT) FOR CONSTRUCTION APPLICATIONS NEW DOWN-HOLE PENETROMETER (DHP-CIGMAT) FOR CONSTRUCTION APPLICATIONS 1 2 C. Vipulanandan 1, Ph.D., M. ASCE and Omer F. Usluogullari 2 Chairman, Professor, Director of Center for Innovative Grouting Materials

More information

DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION

DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION October 1-17,, Beijing, China DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION Mohammad M. Ahmadi 1 and Mahdi Ehsani 1 Assistant Professor, Dept. of Civil Engineering, Geotechnical Group,

More information

Geotechnical Earthquake Engineering

Geotechnical Earthquake Engineering Geotechnical Earthquake Engineering by Dr. Deepankar Choudhury Humboldt Fellow, JSPS Fellow, BOYSCAST Fellow Professor Department of Civil Engineering IIT Bombay, Powai, Mumbai 400 076, India. Email: dc@civil.iitb.ac.in

More information

In The Name Of God. Ali Hashempour. M.Sc. Student at School of Chemical Engineering, College of Engineering, University of Tehran, Tehran, Iran.

In The Name Of God. Ali Hashempour. M.Sc. Student at School of Chemical Engineering, College of Engineering, University of Tehran, Tehran, Iran. In The Name Of God Ali Hashempour M.Sc. Student at School of Chemical Engineering, College of Engineering,, Tehran, Iran. +98 910 876 3444 Ali.hashempour@ut.ac.ir Ali.hashempour71@gmail.com Research Interests

More information

The Rio Grande Port breakwater, Brazil: geotechnical design

The Rio Grande Port breakwater, Brazil: geotechnical design Volume 6 Issue CE6 proceedings Proceedings of the Institution of Civil Engineers Civil Engineering Special Issue 6 November 213 Issue CE6 Pages 56 61 http://dx.doi.org/1./cien.13.6 Paper 136 Received /2/213

More information

Curriculum Vitae. Personal details

Curriculum Vitae. Personal details Curriculum Vitae Personal details Name Position Institute Office phone E-mail Takács, Gábor Full professor Head of BME Momentum Statistical Field Theory Research Group Department of Theoretical Physics

More information

Tieyuan Zhu Postdoctoral Fellow, Jackson School of Geosciences, the University of Texas at Austin Mail address: Telephone: Website:

Tieyuan Zhu Postdoctoral Fellow, Jackson School of Geosciences, the University of Texas at Austin Mail address: Telephone:   Website: Postdoctoral Fellow, Jackson School of Geosciences, the University of Texas at Austin Mail address: Telephone: Email: Website: 10100 Burnet Rd. #130, Austin TX 01-650- 308-6506 tzhu@jsg.utexas.edu http://www.jsg.utexas.edu/tyzhu/

More information

Employment. Research. Department of Mathematics Trinity College Hartford, CT Contact Information.

Employment. Research. Department of Mathematics Trinity College Hartford, CT Contact Information. Contact Information Department of Mathematics Trinity College Hartford, CT 06106 E-mail: lina.ma@trincoll.edu Employment Assistant Professor Trinity College Jul 2017 - present Research Associate Penn State

More information

Olga Y. Savchuk EDUCATION WORK EXPERIENCE. Department of Mathematics and Statistics University of South Florida

Olga Y. Savchuk EDUCATION WORK EXPERIENCE. Department of Mathematics and Statistics   University of South Florida Olga Y. Savchuk Department of Mathematics and Statistics http://math.usf.edu/faculty/osavchuk University of South Florida osavchuk@usf.edu 4202 E Fowler ave, CMC 326-A, Office: 813-974-9551 Tampa, FL,

More information

Liquefaction Potential Variations Influenced by Building Constructions

Liquefaction Potential Variations Influenced by Building Constructions Earth Science Research; Vol. 1, No. 2; 2012 ISSN 1927-0542 E-ISSN 1927-0550 Published by Canadian Center of Science and Education Liquefaction Potential Variations Influenced by Building Constructions

More information

Effect of Moisture on Shear Strength Characteristics of Geosynthetic Reinforcement Subgrade

Effect of Moisture on Shear Strength Characteristics of Geosynthetic Reinforcement Subgrade Journal of Geotechnical and Transportation Engineering Received 4/15/2015 Accepted 6/15/2015 Volume 1 Issue 1 Published 6/22/2015 Effect of Moisture on Shear Strength Characteristics of Geosynthetic Reinforcement

More information

Computing & Telecommunications Services Monthly Report January CaTS Help Desk. Wright State University (937)

Computing & Telecommunications Services Monthly Report January CaTS Help Desk. Wright State University (937) January 215 Monthly Report Computing & Telecommunications Services Monthly Report January 215 CaTS Help Desk (937) 775-4827 1-888-775-4827 25 Library Annex helpdesk@wright.edu www.wright.edu/cats/ Last

More information

Computing & Telecommunications Services

Computing & Telecommunications Services Computing & Telecommunications Services Monthly Report September 214 CaTS Help Desk (937) 775-4827 1-888-775-4827 25 Library Annex helpdesk@wright.edu www.wright.edu/cats/ Table of Contents HEAT Ticket

More information

Oct. 6, 2016 at 2:45 p.m. Session on RF, Microwave, and Plasma. A COMSOL Analysis. of a Prototype MRI Birdcage RF Coil (*)

Oct. 6, 2016 at 2:45 p.m. Session on RF, Microwave, and Plasma. A COMSOL Analysis. of a Prototype MRI Birdcage RF Coil (*) Oct. 6, 2016 at 2:45 p.m. Session on RF, Microwave, and Plasma A COMSOL Analysis with Uncertainty Quantification (UQ) of a Prototype MRI Birdcage RF Coil (*) Jeffrey T. Fong, Ph.D., P.E. Physicist and

More information

Effect of Changing of Dilation Angle and the Cohesion of Clayey Soil on Stone Column

Effect of Changing of Dilation Angle and the Cohesion of Clayey Soil on Stone Column Effect of Changing of Dilation Angle and the Cohesion of Clayey Soil on Stone Column BahadorReihani #1, Alireza Eskandarinejad *2, Masouddehghani #3 1- Department of Civil Engineering, pardis of gheshm,

More information

Walter M. Rusin Curriculum Vitae (October 2015)

Walter M. Rusin Curriculum Vitae (October 2015) (October 2015) Address: Oklahoma State University Department of Mathematics Stillwater, OK 74078 Office phone: (405) 744-5847 Mobile phone: (612) 245-3813 E-Mail: walter.rusin@okstate.edu Citizenship:

More information

Field measurements of the settlements induced by preloading and vertical drains on a clayey deposit

Field measurements of the settlements induced by preloading and vertical drains on a clayey deposit th IMEKO TC International Symposium and 1th International Workshop on ADC Modelling and Testing Benevento, Italy, September 15-17, 1 Field measurements of the settlements induced by preloading and vertical

More information

Numerical model comparison on deformation behavior of a TSF embankment subjected to earthquake loading

Numerical model comparison on deformation behavior of a TSF embankment subjected to earthquake loading Numerical model comparison on deformation behavior of a TSF embankment subjected to earthquake loading Jorge Castillo, Yong-Beom Lee Ausenco, USA Aurelian C. Trandafir Fugro GeoConsulting Inc., USA ABSTRACT

More information

Experience Research Associate Penn State University

Experience Research Associate Penn State University Contact Information 203 McAllister Building Department of Mathematics The Pennsylvania State University State College, PA E-mail: linama@psu.edu Experience Research Associate Penn State University Aug

More information

FEM Solutions using a

FEM Solutions using a Uncertainty of FEM Solutions using a Nonlinear Least Squares Fit Method and a Design of Experiments Approach ** Jeffrey T. Fong, Ph.D., P.E. Physicist and Project Manager Applied & Computational Mathematics

More information

THE SHEAR BEHAVIOR OBTAINED FROM THE DIRECT SHEAR AND PULLOUT TESTS FOR DIFFERENT POOR GRADED SOIL-GEOSYNTHETIC SYSTEMS

THE SHEAR BEHAVIOR OBTAINED FROM THE DIRECT SHEAR AND PULLOUT TESTS FOR DIFFERENT POOR GRADED SOIL-GEOSYNTHETIC SYSTEMS Journal of Hsieh GeoEngineering, and Ham: The Vol. Shear 6, No. Behavior 1, pp. Obtained 15-26, April from 211 the Direct Shear and Pullout Tests for Different Poor Graded Soil-Geosynthetic Systems 15

More information

Use of CPT for design, monitoring, and performance verification of compaction projects

Use of CPT for design, monitoring, and performance verification of compaction projects Cone Stress, q t (MPa) 2 3 Sleeve Friction (KPa) 2 4 Pore Pressure (KPa) 2 7, Friction Ratio (%) 2 3 4 Profile Mixed Y 2 2 2 2 CLAY 3 3 3 3 4 4 4 4 SAN D Use of CPT for design, monitoring, and performance

More information

Bureau of Economic Geology, The University of Texas at Austin, Austin, TX. Research Associate, Geophysics from 11/2004

Bureau of Economic Geology, The University of Texas at Austin, Austin, TX. Research Associate, Geophysics from 11/2004 Paul C. Sava Bureau of Economic Geology, The University of Texas at Austin, University Station, Box X, Austin, TX 78758, (512) 471-0327 paul.sava@beg.utexas.edu, http://sepwww.stanford.edu/sep/paul Research

More information

Geosynthetics Applications and Performance Reviews Select Case Histories

Geosynthetics Applications and Performance Reviews Select Case Histories Geosynthetics Applications and Performance Reviews Select Case Histories Debora J. Miller, Ph.D., P.E.; Dean B. Durkee,, Ph.D., P.E.; Michael A. Morrison, P.E., David B. Wilson, P.E., and Kevin Smith,

More information

Curriculum Vitae. Professor Dr. Naji Qatanani

Curriculum Vitae. Professor Dr. Naji Qatanani Curriculum Vitae Professor Dr. Naji Qatanani Personal Data Name: Naji Qatanani Birth: January 6,1960, Habla, Palestine Nationality: Palestinian Martial Status: Married Children: Fares, Aya, Qays, Mohammad

More information

BEARING CAPACITY OF STRIP FOOTING ON REINFORCED LAYERED GRANULAR SOILS

BEARING CAPACITY OF STRIP FOOTING ON REINFORCED LAYERED GRANULAR SOILS JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT ISSN 1392-3730 / eissn 1822-3605 2015 Volume 21(5): 605 614 doi:10.3846/13923730.2014.890651 BEARING CAPACITY OF STRIP FOOTING ON REINFORCED LAYERED GRANULAR

More information

ARITRA SENGUPTA. Phone :

ARITRA SENGUPTA. Phone : ARITRA SENGUPTA Freddie Mac 1551 Park Run Drive McLean, VA 22102-3110 Phone : 1-614-558-6701 Email: atrsrv@gmail.com CURRENT Economic and Financial Modeling Senior Credit and House Price Models Single

More information

Seyed Ali Elahi. Education. Research Interests

Seyed Ali Elahi. Education. Research Interests Seyed Ali Elahi BioMMat team (Biomedical and Mechanical engineering of Materials) CAMI team (Computer Assisted Medical Interventions) University of Grenoble Alpes, Grenoble, France Grenoble Institute of

More information

Consolidation of a Double-Layered Compressible Foundation Partially Penetrated by Deep Mixed Columns

Consolidation of a Double-Layered Compressible Foundation Partially Penetrated by Deep Mixed Columns Consolidation of a Double-Layered Compressible Foundation Partially Penetrated by Deep Mixed Columns Linchang Miao ; Xinhui Wang ; and Edward Kavazanjian Jr. 3 Downloaded from ascelibrary.org by ESCOLA

More information

Laboratory Testing Total & Effective Stress Analysis

Laboratory Testing Total & Effective Stress Analysis SKAA 1713 SOIL MECHANICS Laboratory Testing Total & Effective Stress Analysis Prepared by: Dr. Hetty Mohr Coulomb failure criterion with Mohr circle of stress 2 ' 2 ' ' ' 3 ' 1 ' 3 ' 1 Cot Sin c ' ' 2

More information

Fengxin Chen. updated in Dec. 2008

Fengxin Chen. updated in Dec. 2008 Fengxin Chen updated in Dec. 2008 Address: Department of Mathematics University of Texas at San Antonio One UTSA Circle San Antonio, TX 78249 Tel: (210)-458-5696 (work) Tel: (210)-695-9299 (home) Email:

More information

LANDSLIDES IN THE WHITE MOUNTAIN (GEOTECHNICAL STUDIES AND ENGINEERING TESTS)

LANDSLIDES IN THE WHITE MOUNTAIN (GEOTECHNICAL STUDIES AND ENGINEERING TESTS) J. Al Azhar University Gaza 2004, Vol. 7, NO. 2 P 15-26 LANDSLIDES IN THE WHITE MOUNTAIN (GEOTECHNICAL STUDIES AND ENGINEERING TESTS) Isam G. Jardaneh (1), Jalal Al-Dabeek (2), Abdel hakeem Al-Jawhari

More information

Analysis of tunnel and super structures for excavation

Analysis of tunnel and super structures for excavation Scientia Iranica A (2011) 18 (1), 1 8 Sharif University of Technology Scientia Iranica Transactions A: Civil Engineering www.sciencedirect.com Analysis of tunnel and super structures for excavation A.H.

More information

Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test

Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test Scientific Cooperations Journal of Civil Engineering and Architecture, Vol. 1, Issue. 1, August-2015 31 Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test Naeini, Seyed Abolhasan

More information

On equal settlement plane height in piled reinforced embankments

On equal settlement plane height in piled reinforced embankments Available online www.jocpr.com Journal of Chemical and Pharmaceutical Research, 2014, 6(4):23-29 Research Article ISSN : 0975-7384 CODEN(USA) : JCPRC5 On equal settlement plane height in piled reinforced

More information

Study on the selection of characteristic parameters and the location in slope monitoring

Study on the selection of characteristic parameters and the location in slope monitoring Study on the selection of characteristic parameters and the location in slope monitoring Huafeng CAO 1, Xiaoming YUAN 2, Rui SUN 3 1 Graduate student, Dept. of Geotechnical Engineering, Institute of Engineering

More information

IJENS-RPG [IJENS Researchers Promotion Group] House No. 78-B, Street No. 20, Sector G-6/2, Islamabad-Pakistan Date of Birth September 12, 1984

IJENS-RPG [IJENS Researchers Promotion Group] House No. 78-B, Street No. 20, Sector G-6/2, Islamabad-Pakistan Date of Birth September 12, 1984 DR. MUHAMMAD QASIM Assistant Professor Department of Mathematics COMSATS Insitute of Information Technology, Park Road, Shahzad town, Islamabad-Pakistan Phone (Office): +92-051-9240823 (Cell) : + 92-0300-5126594

More information

OP-13. PROCEDURES FOR DESIGN OF EMBANKMENT

OP-13. PROCEDURES FOR DESIGN OF EMBANKMENT Page 1 of 8 WORK INSTRUCTIONS FOR ENGINEERS TYC Compiled by : LSS Checked by : GSS Approved by : OP-13. PROCEDURES FOR DESIGN OF EMBANKMENT Page of 8 13.0 13.1. OVERALL PROCEDURES This section will briefly

More information

PRINCIPLES OF GEOTECHNICAL ENGINEERING

PRINCIPLES OF GEOTECHNICAL ENGINEERING PRINCIPLES OF GEOTECHNICAL ENGINEERING Fourth Edition BRAJA M. DAS California State University, Sacramento I(T)P Boston Albany Bonn Cincinnati London Madrid Melbourne Mexico City New York Paris San Francisco

More information

SMALL-DIAMETER TDR CABLES FOR MEASURING DISPLACEMENT IN PHYSICAL SOIL MODELS

SMALL-DIAMETER TDR CABLES FOR MEASURING DISPLACEMENT IN PHYSICAL SOIL MODELS SMALL-DIAMETER TDR CABLES FOR MEASURING DISPLACEMENT IN PHYSICAL SOIL MODELS C.M. McAlister 1 and C.E. Pierce 2 1 Graduate Research Assistant, Department of Civil and Environmental Engineering, University

More information

FEM ACCURACY ASSESSMENT (*)

FEM ACCURACY ASSESSMENT (*) ASME_2018_V_V_Symp_Minneapolis_MN_May_17_1:30_pm_Session_12-1 Paper_9320 (Fong) FEM SOLUTION UNCERTAINTY, ASYMPTOTIC SOLUTION, AND A NEW APPROACH TO FEM ACCURACY ASSESSMENT (*) Jeffrey T. Fong, P.E., F.ASME

More information

CURRICULUM VITAE. Theodoulos Garefalakis

CURRICULUM VITAE. Theodoulos Garefalakis CURRICULUM VITAE Theodoulos Garefalakis Personal Date of birth : 10 September 1972 Place of birth : Heraklion, Crete, Greece Nationality : Greek Address : Department of Mathematics and Applied Mathematics

More information

Soil Mechanics Laboratory Tests Bing

Soil Mechanics Laboratory Tests Bing We have made it easy for you to find a PDF Ebooks without any digging. And by having access to our ebooks online or by storing it on your computer, you have convenient answers with soil mechanics laboratory

More information

ULTIMATE BEARING CAPACITY OF ECCENTRICALLY LOADED STRIP FOUNDATION ON SAND REINFORCED WITH GEOGRIDS

ULTIMATE BEARING CAPACITY OF ECCENTRICALLY LOADED STRIP FOUNDATION ON SAND REINFORCED WITH GEOGRIDS ULTIMATE BEARING CAPACITY OF ECCENTRICALLY LOADED STRIP FOUNDATION ON SAND REINFORCED WITH GEOGRIDS C. R. Patra National Institute of Technology, Rourkela, India B. M. Das California State University,

More information

Dynamic Response of EPS Blocks /soil Sandwiched Wall/embankment

Dynamic Response of EPS Blocks /soil Sandwiched Wall/embankment Proc. of Second China-Japan Joint Symposium on Recent Development of Theory and Practice in Geotechnology, Hong Kong, China Dynamic Response of EPS Blocks /soil Sandwiched Wall/embankment J. C. Chai 1

More information

Numerical Modeling of Direct Shear Tests on Sandy Clay

Numerical Modeling of Direct Shear Tests on Sandy Clay Numerical Modeling of Direct Shear Tests on Sandy Clay R. Ziaie Moayed, S. Tamassoki, and E. Izadi Abstract Investigation of sandy clay behavior is important since urban development demands mean that sandy

More information

REINFORCED PILED EMBANK- MENT FOR A HIGH-SPEED RAILWAY OVER SOFT SOIL: A NUMERICAL AND ANALYTI- CAL INVESTIGATION

REINFORCED PILED EMBANK- MENT FOR A HIGH-SPEED RAILWAY OVER SOFT SOIL: A NUMERICAL AND ANALYTI- CAL INVESTIGATION REINFORCED PILED EMBANK- MENT FOR A HIGH-SPEED RAILWAY OVER SOFT SOIL: A NUMERICAL AND ANALYTI- CAL INVESTIGATION Yan Zhuang (corresponding author) Hohai University, Geotechnical Research Institute Key

More information

Mining. Slope stability analysis at highway BR-153 using numerical models. Mineração. Abstract. 1. Introduction

Mining. Slope stability analysis at highway BR-153 using numerical models. Mineração. Abstract. 1. Introduction Mining Mineração http://dx.doi.org/10.1590/0370-44672015690040 Ricardo Hundelshaussen Rubio Engenheiro Industrial / Doutorando Universidade Federal do Rio Grande do Sul - UFRS Departamento de Engenharia

More information

CURRICULUM VITAE. Dr. Idir Mechai Department of Mathematics Jazan University

CURRICULUM VITAE. Dr. Idir Mechai Department of Mathematics Jazan University CURRICULUM VITAE Dr. Idir Mechai Department of Mathematics Jazan University yidirmechai@gmail.com +966-5647-76234 URL: http://colleges.jazanu.edu.sa/sites/en/sci/math/pages/dridirmechai.aspx OBJECTIVES:

More information

CURRICULUM VITAE PROF. KAZA SOMASEKHARA RAO,

CURRICULUM VITAE PROF. KAZA SOMASEKHARA RAO, 1 CURRICULUM VITAE PROF. KAZA SOMASEKHARA RAO, MSc., Ph.D.,(Retd.) DEPARTMENT OF CHEMISTRY ACHARYA NAGARJUNA UNIVERSITY- Dr.M.R.APPA ROW CAMPUS NUZVID - 521 201, A.P. INDIA. Visiting Professor Nagaland

More information

Lateral load-deflection behaviour of single piles - An analysis of the small pile deflections

Lateral load-deflection behaviour of single piles - An analysis of the small pile deflections Lateral load-deflection behaviour of single piles - An analysis of the small pile deflections Abderrazak Tharrafi 1, and Ali Bouafia 1,* 1 University Saâd Dahleb at Blida, Faculty of Technology, Dept.

More information

Application of DCP in Prediction of Resilient Modulus of Subgrade Soils

Application of DCP in Prediction of Resilient Modulus of Subgrade Soils Application of DCP in Prediction of Resilient Modulus of Subgrade Soils Louay Mohammad, Ph.D. Louisiana Transportation Research Center Louisiana State University 2006 Pavement Performance Seminar April

More information

Effect of Different Category of Geogrid and Sand Layer on Pull-out Behaviour

Effect of Different Category of Geogrid and Sand Layer on Pull-out Behaviour Proceedings of the 2 nd World Congress on Civil, Structural, and Environmental Engineering (CSEE 17) Barcelona, Spain April 2 4, 17 Paper No. ICGRE 175 ISSN: 2371-5294 DOI:.11159/icgre17.175 Effect of

More information

SETTLEMENTS OF AN EMBANKMENT FOUNDED ON A SOFT SOIL

SETTLEMENTS OF AN EMBANKMENT FOUNDED ON A SOFT SOIL Proceedings, 11 th FIG Symposium on Deformation Measurements, Santorini, Greece, 23. SETTLEMENTS OF AN EMBANKMENT FOUNDED ON A SOFT SOIL Pavel Zvanut ZAG - Slovenian National Building and Civil Engineering

More information

Curriculum Vita. Timothy J. Niblett

Curriculum Vita. Timothy J. Niblett Curriculum Vita Timothy J. Niblett CONTACT DETAILS 3416 Bellevue Drive Modesto, CA 95350 tniblett@ucsb.edu (209) 480-0467 EDUCATION Ph.D M.A. M.A. B.A. 2016, University of California at Santa Barbara (Geography)

More information

Charles Phelps Taft Research Center at the University of Cincinnati

Charles Phelps Taft Research Center at the University of Cincinnati Charles Phelps Taft Research Center at the University of Cincinnati Graduate Summer Fellowship Award Each section (I-III) should be placed at the start of a new page. All required materials must be included

More information

UNDRAINED SHEAR STRENGTH PREDICTION AND STABILITY ANALYSIS OF GEOCOMPOSITE REINFORCED EMBANKMENT WITH CLAYEY BACKFILL

UNDRAINED SHEAR STRENGTH PREDICTION AND STABILITY ANALYSIS OF GEOCOMPOSITE REINFORCED EMBANKMENT WITH CLAYEY BACKFILL Proceeding of the 4 th Asian Regional Conference on Geosynthetics June 7 -, 8 Shanghai, China 585 UNDRAINED SHEAR STRENGTH PREDICTION AND STABILITY ANALYSIS OF GEOCOMPOSITE REINFORCED EMBANKMENT WITH CLAYEY

More information

2018 U.S. Class Schedules

2018 U.S. Class Schedules 2018 U.S. Class Schedules 1 ON-CAMPUS PROGRAMS Tuition, books and materials fees for 2018 programs, courses and classes may be different from 2017. Please refer to GIA.edu for the most up-todate schedules,

More information

FACULTY FULL NAME:KRATOU Mouna

FACULTY FULL NAME:KRATOU Mouna FACULTY FULL NAME:KRATOU Mouna POSITION Assistant Professor Personal Data Nationality Tunisia Date of Birth 18/10/1979 Department Mathematics Official UoD Email mmkratou@uod.edu.sa Office Phone No. Language

More information

Analysis of Load-Settlement Relationship for Unpaved Road Reinforced with Geogrid

Analysis of Load-Settlement Relationship for Unpaved Road Reinforced with Geogrid ISGSR7 First International Symposium on Geotechnical Safety & Risk Oct. 8~9, 7 Shanghai Tongji University, China Analysis of Load-Settlement Relationship for Unpaved Road Reinforced with Geogrid Y. C.

More information