Second Circular
Transcription
Second Circular
Conference Office Ecole Nationale d’Ingénieurs de Tunis Unité de Recherche Ingénierie Géotechnique 05/UR/11-06 Tunis - El Manar University National Engineering School of Tunis Geotechnical Engineering Research Team International Conference on Geotechnical Engineering B.P. 37 - Le Belvédère, 1002 Tunis - Tunisia Tel: +216 (71) 874 700 Fax: +216 (71) 871 476 E-mail: [email protected] March 24 - 26, 2008 Hammamet– Tunisia Sol Azur Hotel http://www.enit.rnu.tn/fr/manifestations/icge08/index.html Invitation and Preliminary Program 2nd Circular http://www.enit.rnu.tn/fr/manifestations/icge08/index.html INTERNATIONAL CONFERENCE OF GEOTECHNICAL ENGINEERING 2008 15 14 24 - 26 MARCH 2008, HAMMAMET, TUNISIA INTERNATIONAL CONFERENCE OF GEOTECHNICAL ENGINEERING 2008 Conference Topics 2008 Main Conference Topics Sessions 1 . SOIL IMPROVEMENT 1, 5 2 . SOIL BEHAVIOUR 4, 8, 11 3 . SESMIC RISK 2, 6, 9 4 . ROCK MECHANICS 3, 7, 10 International Conference in Geotechnical Engineering Review of Technical Program Date 24/03/2008 25/03/2008 26/03/2008 Time Sessions 08.30 — 11.00 1 11.15 — 12.45 2 14.00 — 15.30 3 16.00 — 18.00 4 08.00 — 10.45 5 11.15 — 12.45 6 14.00 — 15.30 7 16.00 — 18.00 8 08.00 — 09.30 9 10.00 — 11.30 10 11.30 — 13.00 11 CONTENTS 1. 2. 3. 4. 5. 6. 7. 8. Invitation Conference Committees General Information Addresses and Contacts Technical Program General Time Schedule Review of Technical Program and Daily Time-Table Preliminary Technical Program 3 24 - 26 MARCH 2008, HAMMAMET, TUNISIA INTERNATIONAL CONFERENCE OF GEOTECHNICAL ENGINEERING 2008 08.00 — 13.00 13.00 — 14.00 14.30 Technical Sessions Lunch Conference Adjourns 26March 2008 08.00 — 18.00 12.00 — 13.00 / 19.00—22.00 Technical Sessions Lunch 25 March 2008 08.00 — 12.00 08.00 — 08.30 08.30 — 18.00 12.00 — 13.00 / 19.00—22.00 Conference registration Conference Opening Technical Sessions Lunch 24 March 2008 12.00 — 20.00 Arrivals Conference registration Mounir BOUASSIDA (ISSMGE —Vice President for Africa - Chairman) Nejla BOUDEN ROMDHANE (URIG - Tunisia) Foued KANOUN (Tunisia) Issam SHAHROUR (Lille University, France) Pedro E Seco PINTO (President, ISSMGE - Portugal) Neil TAYLOR (Secretary General, ISSMGE - UK) William Van IMPE (Former President, ISSMGE - Belgium) Waldemar HACHICH (ISSMGE —Vice President for South America - Brazil) John SEYCHUK (ISSMGE —Vice President for North America - Canada) John CARTER (ISSMGE —Vice President for Australasia - Australia) Roger FRANK (ISSMGE —Vice President for Europe - France) Madhira MADHAV (ISSMGE —Vice President for Asia - India) Osamue KUSAKABE (ISSMGE —Appointed Member - Japan) Michael LISYUK (ISSMGE —Appointed Member - Russia) 23 March 2008 Advisory Committee Event CONFERENCE COMMITTEES Day You are cordially invited to attend the International Conference on Geotechnical Engineering (ICGE) which will be held at Hotel Royal Azur in Hammamet, Tunisia on 24 - 26 March 2008. The conference is organised by URIG (Unité de Recherche Ingénierie Géotechnique). The ICGE08 represents a nice occasion to address recent research advances, especially in Soil Behavior, Soil Improvement, Rock Mechanics and Seismic Risk. Participants in this event, from more than 28 countries, are awaited to animate an outstanting scientific debate. Several institutions will contribute in the success of ICGE08. Particulary Sponsors, and members of organising, technical and scientific committees, managed substantial and appreciated efforts. Welcome to Tunisia (Hammamet) and thanks for your interest in attending ICGE08. Time INVITATION GENERAL TIME SCHEDULE (preliminary) 4 13 12 24 - 26 MARCH 2008, HAMMAMET, TUNISIA Prediction of the axial bearing capacity of piles by five-Cone Penetration Test based design methods. N. R. ElEtude de la stabilité des pentes par Sakhawy, K. M. Youssef, R. A. E. simulation par champs aléatoires. M. Badawy (Egypt) Selmi, M. Ltifi & H. Hassis (Tunisie) Geotechnical Properties of Two Gra- INTERNATIONAL CONFERENCE OF GEOTECHNICAL ENGINEERING 2008 Session 10. ROCK MECHANICS Dynamic Response of Tunnels under nulated Blast Furnace Slag Materials. Seismic Loading in the Jointed Rock B. C. O’Kelly (Ireland) Media. M. Nikkhah (Iran) On the use of peat dams in the Blast induced vibrations analysis conservation of bog land. B. C. versus in situ rock mass structure. H. O’Kelly (Ireland) Gasmi, E. Hamdi, N. Bouden Romd- Effet de la présence d’une couche hane (Tunisia). mince moins perméable sur la stabilité Detemination of stability slope and du fond de fouille. N.Tebbal , N. Bensafety factor of up and down stream of mebarek, Z. Rahmouni (Algérie) Shiyan earth dam (kermanshah province_iran) with a new combined seismic geotechnical method. A. A. Shahri, N. Mirzaei & M. Goudarzi (Iran) An empirical equation of predicting residual strength of landslide soils in East Asia from the mineralogical composition. S. Nakamura, S. Gibo, K. Egashira (Japan) Scientific Committee Attila ANSAL (Bogazici University - Turkey) Jean Pierre BARDET (USC - USA) Djillali BENOUAR (USTHB - Algeria) Mounir BOUASSIDA (URIG - Tunisia) Nejla BOUDEN ROMDHANE (URIG - Tunisia) Roger COJEAN (ENSMP - France) Braja M. DAS (Nevada, USA) Jean du MOUZA (ENSMP - France) Patrick de BUHAN (ENPC - France) Hédi SELLAMI (ENSMP - France) Jean Marc DEBATS (Vibroflotation Europe - France) Foued KANOUN (PRT - Tunisia) Pierre MECHLER (Paris 6 University - France) Mohammad MOKHTARI (IIEES - Iran) Ali PORBAHA (CSUS, USA) Issam SHAHROUR (Lille University, France) Michel DUCHENE (ENSMP - France) Bob HOLTZ (Seattle University, USA) Yasuo TANAKA (Kobe University, Japan) Cavit ATALAR (Near East University, North Cyprus) Session 11. SOIL BEHAVIOR AND FOUNDATIONS Laboratory tests and in-situ measurements investigating the stress strain behavior of overconsolidated soil. E.D. Hornig (Germany) Effect of Fluctuation of Water Table on The Compressibility of Gypseous Soils. N.K.S. Al-Saoudi, O. H. Fakhri (Iraq) & M. R. El Ouni (Tunisia) Stabilisation des argiles gonflantes de la région d’Oran par ajout de sable. L. Bengraa, A. Hachichi, A. Benaissa, S.A. Bourokba (Algérie) Organizing Committee Essaieb HAMDI (Chairman) Belgacem JELLALI (URIG) Lassaad HAZZAR (URIG) Fakhr TOUNEKTI (URIG) Samia BOUSSETTA (URIG) Wissem FRIKHA (URIG) Abdelkader AMMERI (URIG) Sameh ANIBI (URIG) 5 6 24 - 26 MARCH 2008, HAMMAMET, TUNISIA GENERAL INFORMATION INTERNATIONAL CONFERENCE OF GEOTECHNICAL ENGINEERING 2008 11 Shallow anchor foundation for transmission towers. S. Koprivica Rate of Ground Settlement due to (Serbia) Shield Tunneling. Y. S. Fang & M.T. Evaluation of the Behavior ShireendaChien (Taiwan) reh dam during construction and first Session 7. ROCK MECHANICS Registration All participations including authors, are asked to register as soon as possible, but preferably before 15 March 2008. For this purpose, please use one of the following possibilities: • E-Mail: complete the registration Form fto be downloaded from the Conference Web site (Downloads) and send it as attached file to [email protected] • Fax: complete the registration Form included in this Bulletin and fax it to +216 71 871 476 • Mail: complete the registration Form included in this Bulletin and mail it to: ENIT (URIG), B.P. 37 - Le Belvédère, 1002 Tunis, Tunisia Please use only one of the above choices to avoid duplication Full payment by credit Card or bank transfer should be included together with the registration. In case of bank transfer, please send a copy of the bank transfer order by fax or post. At least one author of each paper should register before the 15 March 2008 dea- Conference fees Registration before January 15th 2008 ISSMGE, ISRM & IAGE 300 € Regular participants 400 € Students 200 € Registration after January 15th 2008 ISSMGE, ISRM & IAGE 350 € Regular participants 450 € Students 250 € The registration Fee includes Conference Materials (Final Program, Printed Proceedings, List of Participants), Coffee breaks, Buffet lunches and Welcome Reception. Experimental Investigation of Parallel Influence of Surface Roughness and Infill Material on the Peak and Residual Shear Strength of Natural Rock Joints. M. Z. Naghadehi, S. R. Torabi, R. Khalokakaie, S. E. Jalali (Iran) The Application of Drilling Process Monitoring in Slope Characterization Considering the Effect of Different Drill Systems to drill parameters. Z.Q. Yue, J. Chen & W. Gao (China) Automatic Drilling Process Monitoring (DPM) for the exploration of geological spatial distribution from borehole in site investigation. Z.Q. Yue, W. Gao & J. Chen (China) stage impounding. M. Nikkhah (Iran) Phénomène de la consolidation des sols peu cohérents sous l’action de l’explosion. M. S. Diane & S. Diane (Guinée) Determination of leakage (seepage) quantity and content from the body of Shiyan earth dam (kermanshah province, Iiran) with a combined drawing method. A. A. Shahri, N. A. Mirzaei & M. Goudarzi (Iran) Foundation investigation and design, highway embankment culverts, highway 101 realignment. F. Saihi (Tunisia) & D. Becker (Canada) Session 9. ANALYSIS AND MANAGeotechnical schemes for constructing GEMENT OF SEISMIC RISK light structures on Instable slopes (Case study Noabad, Mazandaran-Iran). F. Seismic topographic site effect analysis Farrokhzad & A.J.Z. Choobbasti (Iran) - Application to the Sidi Kacem JLIZI historical building. A.Gouissem, B. Session 8. SOIL BEHAVIOR AND Miled, E. Hamdi & N. Bouden FOUNDATIONS Romdhane (Tunisia) Fiabilité des fondations superficielles à Thrust Forces on Joint of Buried Pipe partir de l’essai SPT. L. Rouaski & S. due to Liquefaction of Ground. Y. Tanaka (Japan) Belkacemi (Algérie) Influence du degré de saturation sur le Multi Linear Regression model for potentiel de liquéfaction d’un sable. A. prediction of liquefaction. S. R. Pathak Arab (Algérie, France), I. Shahrour & B. Raviraj (India) (France), S. Hamoudi (Algérie), L. Influence de la topographie dans l’estiLancelot (France), H. Khellafi mation de la fréquence naturelle d’un (Algérie) site. J-S. Castelan & M. Karray 10 24 - 26 MARCH 2008, HAMMAMET, TUNISIA INTERNATIONAL CONFERENCE OF GEOTECHNICAL ENGINEERING 2008 7 Official languages Session 4. SOIL BEHAVIOR AND FOUNDATIONS Reinforcing clay with fly ash and randomly distributed polyester fibers. A. Kumar & J. Singh (India) Unconsolidated Soils of Nicosia, Cy- Analyse des tassements de silos fondés prus. C. Atalar (North Cyprus). Braja sur des sols compressibles renforcés M. Das (USA) par des colonnes ballastées : cas de la Teneur en eau, densité sèche et zone portuaire de Béjaia. R. Bahar & gonflement des sols argileux. A. Djedid O. Sadaoui (Algérie). & N. Ouadah (Algérie) Control of deep compaction using toLimit analysis approach for passive mographic surface wave testing for the earth pressure determination in three- Peribonka dam foundation. M. Karray dimensional conditions. H. Vrecl-kojc & G. Lefebvre (Canada) (Slovenia) Appreciation about flexural rigidity on Session 6. ANALYSIS AND MANAGEMENT OF SEISMIC RISK pile behaviour submitted to horizontal load and performed in Brazilian tropical soil. M. A. De Almeida & M. Evaluation sismique du bâti existant par la méthode pushover. M. BelgasG. Miguel (Brazil) mia & S. Belgasmia (Algérie) Geotechnical study of Tunis ground by the in situ tests. S. Anibi & N. Bouden Seismic Analysis of Embankment Dam with Reinforced Cohesive shell. R. Romdhane (Tunisia) Noorzad & M. Omidvar (Iran) The effect of densified zones around piles on the bearing capacity of pile Seismic Behavior of Inclined Micropiles. R. Noorzad and G.R. Saghaee group. M. M. Shahin (Libya) (Iran) Etude expérimentale de l’effet du vieillissement sur les caractéristiques d’un Seismic vulnerability of the school and hospital buildings of the city of Tunis. limon argileux compacté. M. Ltifi A. Khalfet & N. Bouden Romdhane (Tunisie) & J. P. Tisot (France) (Tunisia) Seismic risk assessment for the basin of Tunis with a GIS-Based loss estimation Ultimate load of reinforced soils by program: Hazus. A.Ksentini & floating columns. A. Porbaha (USA), N.Bouden Romdhane (Tunisia) M. Bouassida & B. Jellali (Tunisia) Session 5. SOIL IMPROVEMENT Contrôle géotechnique des colonnes ballastées. H. Bendadouche & S. Lazizi (Algérie) Official languages of the Conference are English and French. Written and oral contributions will be accepted both in French and English. Information about Hotel Sol Azur Hotel Sol Azur is a four star hotel located in the Hammamet Town. All of the 100 rooms have their own bathroom. In addition, the rooms include a TV-set with satellite receiver and a telephone. The Hotel offers 2 restaurants, an indoor swimming pool, a fitness centre, sauna, solarium and gift shop. More information is available in the web site : www.tunisia-orangers.com. Arrivals, Conference Registration and Conference It is assumed that Conference participants will arrive on 23 March 2008. Official check-in at Hotel Sol Azur will start at 14:00. Registration will take place on 23 March between 14.00-20.00 and on 24 March between 8.00-13.00. All payments registration and hotel accommodation should be made only at the Conference Office (not at the Hotel Reception!). Credit Cards will be honoured. Cheques, however, will be accepted. Nearby bank services are available on weekdays. VISA An entry visa to Tunisia is necessary for citizens of some countries. Official letters of invitation designed to help overcome administrative difficulties in certain countries will be sent on request. It must be understood that such letters can not guarant any financial support. Request should be made to Ms Samia BOUSSETTA e-mail: [email protected] should include the participant’s full mailing address and fax number. Important deadlines Submission of full text 15 November 2007 Acceptance of papers 31 January 2008 Registration at standard fee 15 February 2008 Conference 24-26 March 2008 8 24 - 26 MARCH 2008, HAMMAMET, TUNISIA INTERNATIONAL CONFERENCE OF GEOTECHNICAL ENGINEERING 2008 9 CONTACTS PRELIMINARY TECHNICAL PROGRAM Dr. Essaïeb HAMDI Unité de Recherche Ingénierie Géotechnique Ecole Nationale d’Ingénieurs de Tunis B.P. 37 - Le Belvédère, 1002 Tunis - Tunisia Phone/Fax : +216 71 87 14 76 E-mail: [email protected] Estimation des effets non linéaires sous chargement sismique par l’utiliSoil improvement using electroosmosis sation du coefficient de réduction. M. with the injection of chemical solu- Mekki, M. Zoutat, S. M. Elachachi, D. tions. Chang Y. O & Shao-C. C Nedjar (Algérie) (Taiwan) Response of selected soil profiles TECHNICAL PROGRAM Ultimate bearing capacity of eccentrically loaded strip foundations on geogrid-reinforced soil. Braja M. Das (USA), C. R. Patra (India), C. Atalar (North Cyprus) & E. C. Shin (korea) Goals The major aims of the Conference are to present new research works from the domain of Geotechnical Engineering and to explore new areas for future cooperation. The Conference is opened to participants from research institutes, higher education, industry and other similarly involved persons. Session 1. SOIL IMPROVEMENT under harmonic and recorded motions. S. Ciliz & M. Y. Özkan (Turkey) Numerical simulation of impedance functions and their effect on the dynamic response of Towers. A. Jendoubi, Etude du renforcement du sol de fon- M. Karray, F. Legeron (Canada) dation d’un réservoir pétrolier au port Dynamic analysis of Mamloo earth de Béjaïa. D. Boumezerane, A. Brara, dam. N.Latifi & A. J. Zadeh (Iran) M. Zerari , M. Abdous, A. Merabet (Algérie) Session 3. ROCK MECHANICS Decrease of disaster caused by liquefaction using the stone column. N. R. Prediction of subsurface soil layers Malidareh, A. Janalizadeh (Iran) using artificial neural network. F. FarStability analysis of an embankment on rokhzad & A.J.Z. Choobbasti (Iran) a soil reinforced by columns. B. Jellali, Prediction of slope stability using artiM. Bouassida (Tunisia), P. de Buhan ficial neural network. F. Farrokhzad & (France) A.J.Z. Choobbasti (Iran) Main Conference Topics 1. SOIL IMPROVEMENT 2. SOIL BEHAVIOUR 3. SEISMIC RISK 4. ROCK MECHANICS Side walls block stability assessment in Session 2. ANALYSIS AND MANA- tunnelling. O. Zemni, E. Hamdi & N. GEMENT OF SEISMIC RISK Bouden Romdhane (Tunisia), F. Hadj Hassen, M. Tijani, A. Rouabhi Cas d’étude sur la liquéfaction : (France) Raffinerie de sucre à Bejaia. H. BenMitigation of Savadkoh landslide Dadouche, S. Lazizi (Algérie) using non-woven geosynthetic. A. BaEvaluation of the reduction factor from rari, A. Janalizadeh, H.Mohammadi new approaches of seismic design. M. (Iran) Zoutat, M. Mekki, S.M. Elachachi, M. Simulation et Modélisation numérique Bensafi (Algérie) de la stabilité de pentes. S. Belgasmia & M. Belgasmia (Algérie)