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13-17 December 2016, BaliADVANCED COURSE ON COMPUTATIONAL GEOTECHNICS
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VENUEBali Tropic Resort and Spa, Jalan Pratama 34A, Nusa Dua, Benoa, Kuta Selatan, Kapupaten Badung, Bali, 80363.
REGISTRATION
To register please return thisform before 10 December 2016 by
fax, post or email
PLAXIS Advanced Course on Computational Geotechnics
Bali, Indonesia13-17 December 2016
COURSE ORGANISATIONNasional Institute of Technology(ITENAS)
Email: [email protected]
Supported by:Himpunan Ahli Teknik Tanah Indonesia (Hatti)
PLAXIS SOFTWARE Plaxis AsiaPac PTE Ltd16 Jalan Kilang Timor#05-08 Redhill Forum159308, Singapore
Tel: +65 6325 4191Fax: +65 6217 6066Email: [email protected]
PLAXISPlaxis bvP.O. Box 5722600 AN DelftThe Netherlands
Tel: + 31 (0)15 2517720Fax: + 31 (0)15 2573107Email: [email protected]
INTRODUCTIONThis Computational Geotechnics course is tailored for engineers and researchers seeking knowledge on the use of Plaxis. Join us and discover new potentials for effective and confident usage of PLAXIS Finite Element Codes within your professional organisation.
SCOPEYou will learn advanced techniques and solutions from experts from PLAXIS and partner academic institutions. Plaxis numerical analysts will have the opportunity to further develop their understanding of PLAXIS Code’s extensive range of capabilities.
FORMATAttendees of this course are assumed to have opera-tional knowledge of Plaxis 2D and 3D program. The course will be conducted in Bahasa Indonesia and English.
VENUEBali Tropic Resort and SpaJalan Pratama 34A, Nusa Dua, Benoa, Kuta Selatan, Kapupaten Badung, Bali, 80363Indonesia
COMPUTERSComputers will be provided in the course.
COURSE FEESOn course fee and further inquiries, please contact the course secretariat at [email protected] Accommodation cost is not included in the course fee. Please contact the course secretariat for a list of hotels around the venue of the course.
Centre International de Séjour de Amsterdam, Les 15, 16 et 17 octobre 2008, Amsterdam, Les Pays Bas
ADVANCED COURSE ON COMPUTATIONAL GEOTECHNICS 13-17 December 2016, Bali
Prof Helmut F. SchweigerGraz University of Technology (Austria)Helmut obtained his Ph.D from the University College of Swansea, U.Kingdom and teaches courses on Advanced Soil Mechanics and Computational Geomechanics at the Graz University of Technology, Austria. He has over 15 years of experience in development and application of the finite element method. As a member of several committees Helmut is involved in formulating guidelines and recommendations for the use of finite elements in practical geotechnical engineering.
Prof. Masyhur Irsyam Bandung Institute of Technology, IndonesiaMasyhur Irsyam is a Professor in the Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Bandung, Indonesia. He graduated from the University of Michigan, USA in 1991. Irsyam has specialties in the areas of seismic hazard analysis, soil improvement, and foundation engineering. He has been involved as a geotechnical expert in main infrastructure projects in Indonesia and he is currently conducting research to revise the Indonesian seismic hazard map. He had been serving as the head of Geotechnical Engineering Division of Bandung Institute of Technology. Prof. Irsyam currently serves as the head of Indonesian Society of Geotechnical Engineering (ISGE).
Dr. techn. Franz TschuchniggGraz University of Technology (Austria)Franz studied civil engineering in Graz and works since 2006 in the Computational Geotechnics Group of Graz University of Technology. He is expert in 3D finite element modelling and his main research topic is related to deep foundations focusing on the improvement of the embedded pile formulation in Plaxis 3D Foundation and pile soil interactions. Since 2007 he is also involved in consulting and carried out numerical analysis for a couple of high rise buildings in Europe.
Ikhya, ST., MT.Itenas, Bandung, IndonesiaIkhya is a Geotechnical Lecturer in the Civil Engineering Department, National Institute of Technology (Itenas), Bandung, Indonesia. Currently, he takes postgraduate in Graz University of Technology, Austria. His main research topic is related to ground improvement using numerical method. He gave lectures related to soil mechanics and foundation engineering in Civil Engineering Department, National Institute of Technology, Bandung.
Dr. techn. Indra Noer HamdhanItenas, Bandung, IndonesiaIndra is a Geotechnical Lecturer in the Civil Engineering Department, National Institute of Technology (Itenas), Bandung, Indonesia. He graduated from the Graz University of Technology, Austria in 2012. His main research topic is related to slope stability using numerical method. He gave lectures related to soil mechanics and foundation engineering in Civil Engineering Department, National Institute of Technology, Bandung. He had been serving as the head of Geotechnical Laboratory in National Institute of Technology (Itenas) Bandung.
Dr. William Cheang Wai LumPlaxis AsiaPac, SingaporeWilliam obtained his Ph.D from the National University of Singapore. His interest is in Computational Geotechnics. He has worked as a Geotechnical Engineer in Malaysia, Singapore and Thailand. He is involved with many seminars and workshops around Asia for the promotion of good and effective usage of PLAXIS Finite Element Codes.
LECTURES
Monday, 13 Dec. (Pre-training Day) Tuesday, 14 Dec. (Day 1) Wednesday, 15 Dec. (Day 2) Thursday 16 Dec. (Day 3) Friday 17 Dec. (Day 4)
AFTERNOON SESSION MORNING SESSION MORNING SESSION MORNING SESSION MORNING SESSION
Introduction to PLAXIS 2D and 3D Plasticity & Mohr-Coulomb Model Structural Elements in PLAXISInitial Stresses and Safety Factor Analysis
Introduction to 3D
Training 1: Modelling 1Critical State Soil Mechanics & Soft-soil Models
Modelling of Excavations Unsaturated Soils Modelling of Deep Foundations
Training 2: Modelling 2 Exercise 1: Shallow FoundationExercise 3: Modelling of Excava-tion in 2D
Exercise 5: Slope Stability I Exercise 7: Pile Group Foundation
AFTERNOON SESSION AFTERNOON SESSION AFTERNOON SESSION AFTERNOON SESSION
Hardening Soil and HS-small Model
Modelling of Groundwater in PLAXIS
Modelling Full and Unsaturated Slopes
Tunnel and Face Stability
Exercise 2: Calibration of HS Model
Undrained and ConsolidationExercise 6A: Slope Instability and Saturated Behaviour
Swelling and Shotcrete Concrete Model
Exercise 4: Modelling of Embank-ment
Exercise 6B: Slope Instability and Unsaturated Behaviour
Exercise 8: Modelling of NATM Tunnel in 2D with SCM