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|
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09.00:09.30 |
OPENING
CEREMONY |
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09.30:10.30 |
SPECIAL LECTURE: Leshchinsky
D. ( |
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10.30:11.00 |
COFFEE BREAK |
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11.00 |
Laboratory
Testing and Physical Modeling – I |
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11.50:13.05 |
Wall/Slope
Design and Construction - I |
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13.05:14.15 |
LUNCH |
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14.15:15.00 |
KEYNOTE: Cazzuffi D. ( |
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15.00:15.45 |
KEYNOTE: Collin J.G. ( |
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15.45:16.10 |
TEA
BREAK |
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16.10:17.00 |
Pavement and
Footing |
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17.00:18.00 |
Bridge and
Vertically Loaded Structure |
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20.00 |
RECEPTION |
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09.00:09.45 |
KEYNOTE: Koseki J. and
Shibuya S. ( |
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09.45:10.35 |
Application of Numerical Methods |
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10.35:11.10 |
COFFE BREAK |
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11.10:12.30 |
Wall/Slope Design and Construction - II |
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12.30:14.00 |
LUNCH |
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14.00:14.10 |
GROUP
PHOTO by B. Leshchinsky |
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14.15:15.00 |
BISHOP LECTURE: Tatsuoka
F. ( |
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15.00:15.50 |
Laboratory
Testing and Physical Modeling - II |
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15.50:16.20 |
TEA
BREAK |
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16.20:17.45 |
Embankment,
Soft Ground and Geosynthetic
Tube |
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20.00 |
BANQUET |
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Sala Topazio - SAIE Exhibition - Bologna |
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09.30:09.45 |
OPENING
26TH ITALIAN NATIONAL CONFERENCE ON GEOSYNTHETICS |
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09.45:10.30 |
KEYNOTE: DiMaggio J.D. ( |
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10.30:12.30 |
Case studies
of Wall/Slope and Embankment |
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12.30:13.30 |
Visit to SAIE Exhibition on Construction Sector |
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13.30:14.45 |
LUNCH |
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14.45:15.30 |
KEYNOTE: Moraci N. ( |
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15.30:17.30 |
Case studies
of Off-shore, Road and Railway Construction |
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17.30:18.00 |
CLOSING CEREMONY |
Day 1
• Laboratory Testing and Physical Modeling - I
Matteo Iacorossi,
Hoe I. Ling, Guido Gottardi, and Liming Li [19,
Italy]
Centrifuge Modeling of Earth-Reinforced Retaining Walls
Suliman B. A. Mohamed, Kuo-Hsin Yang, and Wen-Yi Hung
[28, Taiwan]
Limit Equilibrium Analyses of Two-Tired Geosynthetic
Reinforced Soil Wall Models in a Geotechnical Centrifuge
Yun Xu and Jui-Pin Wang [71, Hong Kong]
Ground Improvement with Interlock-able Plastic Bottles
Hesham M. Eldesouky,
Mohamed M. Morsy, and Mohamed F. Mansour
[135, Egypt]
Strength Parameters of Sand Reinforced with Randomly-Distributed Geosynthetic Fibers
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• Wall/Slope Design and Construction
- I
Farshid Vahedifard
and Dov Leshchinsky [17,
USA]
Seismic External Stability Analysis of Geosynthetic-Reinforced
Earth Structures Using an Integrated Analytical Approach
Guang-Qing Yang, Huabei
Liu, Yi-Tao Zhou, Bao-Lin Xiong
[31, USA]
Field Instrumentations of a Two-Tiered Geogrid-Reinforced
Soil Wall Backfilled with Soil-Rock Mixture
Ampeglio Diego Garini
[39, Italy]
Critical failure Surfaces for Tie-back and Compound Slope Analysis
Nelson N. S. Chou, Amy Tang, and Shelly Wu [59, Taiwan]
An application of the Connecting System between MSE Wall And Soil Nail
Melissa A. Stewart, and John S. McCartney [92, USA]
Model for Predicting Lateral Face Deflections of Thermally Active
Mechanically Stabilized Earth Walls
Richard J. Valentine [159, USA]
An Assessment of the Factors that Contribute to the Poor Performance of Geosynthetic-Reinforced Earth Retaining Walls
Wei-lie Zou, Xie-qun Wang, Ni Xie, and Yanfeng Zhuang [156, China]
*Numerical Analysis of Working Properties and Inquiry of Design Method on Geosynthetic-Reinforced Soil Retaining Walls (GRS-RWs) with Rigid Facings
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• Pavement and Footing
Jie Han, Jitendra
K. Thakur, Robert L. Parsons, Sanat
K. Pokharel, Dov Leshchinsky, and Xiaoming Yang
[26, USA]
A Summary of Research on Geocell-Reinforced Base
Courses
Askar Zhussupbekov,
Tymarkul Muzdybaeva, and Eun Chul Shin [45, Kazakhstan]
Experimental Research of Reinforced Unpaved Road under Cyclic Loading
Sanat Kumar Pokharel,
Ian Martin, and Marc Breault [70, Canada]
Causeway Design with Neoweb Geocells
Thanongsak Imajai,
Auckpath Sawangsuriya, and Montri Dechasakulsom [173,
Thailand]
Effectiveness of Geosynthetic-Reinforced Flexible
Pavements - Full-Sclae Testing and FE Analysis
Arturo Montoya and Hoe Ling [175, USA]
Experimental Tests on Geocell Reinforced Nevada Sand
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• Bridge and Vertically Loaded Structure
Md. Saidur Rahman, Jie Huang, Sazzad Bin-Shafique, Xiaoming Yang [74,
USA]
Numerical Study of Group Shafts in MSE Wall under Two Loading Conditions
Shohei Kawabe,
Fumio Tatsuoka, Tetsuya Koroda,
Simpei Yamaguchi, Takaki Matsumaru, Kenji Watanabe, and Masayuki Koda
[87, Japan]
Seismic Stability of Geosynthetic-Reinforced Soil
Integral Bridge Evaluated by Shaking Table Test
Erol Guler
and Tahir Erdem Ozturk [100, Turkey]
Dynamic Behaviour of Geosynthetic
Reinforced Back to Back Retaining Wall
Susumu Yazaki, Fumio Tatsuoka,
Masaru Tateyama, M., Masayuki Koda,
Kenji Watanabe, and Antoine Duttine [177,
Japan]
Seismic Design of GRS Integral Bridge
Masayuki Koda, Takahiro Nonaka,
Motoaki Suga, Ryosuke Kuriyama, Masaru Tateyama, and
Fumio Tatsuoka [178, Japan]
Lateral Cyclic Loading Tests of a Full-Scale GRS Integral Bridge Model
Alan J. Lutenegger and Michael T. Adams [8, USA]
*Axial Load Response of Full-Scale GRS Bridge Piers
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Day 2
• Wall/Slope Design and Construction
- II
Fan Zhu [25, Hong Kong]
A Study on Mechanical Function of Facing Units in Geosynthetic
Reinforced Earth Structures
Patrick Naughton, Moreno Scotto, Pietro
Rimoldi, and Marco Vicari
[73, Ireland]
External Stability of Reinforced Soil Walls
Pietro Rimoldi,
Dov Leshchinsky, Marco Arrigoni, and Anna Bortolussi
[97, Italy]
Vertical Wall with Concrete Panels Facing and Geostrips
Reinforcement: Instrumentation and Data Reduction
Ben Leshchinsky [119, USA]
Mechanically Stabilized Earth Walls: Parametric Study of Reinforcement
Tensile Loads under Limit State
Assaf Klar
and Eitan Normand [129, Israel]
Kinematic Constraints Based Method for Extensible Reinforcement in MSE Walls
Dimiter Alexiew,
Fabiana Leite-Gembus, and Slava Jossifowa [148, Germany]
Geogrid-Reinforced Segmental Block Walls
for a Highway Intersection Project: Design and Specific Solutions
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• Application of Numerical Methods
Zhijie Wang, Felix Jacobs, and Martin
Ziegler [98,Germany]
DEM Investigation of Compound Tensile Test with One Geogrid
Tensile Member
Sabatino Cuomo, Lorenzo Frigo, and Carlo Tedesco [117, Italy]
Modelling the Displacements of Geosynthetics Reinforced Geostructures
Thomas Meier, Dimiter Alexiew,
Peter-Andreas von Wolffersdorff, and Frank Brötzmann [160, Germany]
Finite Element Safety Analyses of a Geosynthetic-Reinforced
Dam under Seismic Impact
Nii Attoh-Okine
[179, USA]
Some Data Analytic Issues in Sensor-Based Geosynthetics
Application
Xiaoming Yang and Spandana Annamraju [86, USA]
*Numerical Analysis of Cellular Geosynthetic-Reinforced
Soil using a Hypoplastic Constitutive Model
Saad Farhan Ibrahim
[166, Iraq]
An Approach in Improving Soft Soil underneath a Ballast Railway Using FEM
Buhm-Soo Chang, Sung-Woo Bae,Yong-Soo
Kim, and Jong-Gun Lee [103, Korea]
A Study on the Effective Design of Reinforced Segmental Retaining Walls and
Curved Section
Ali Ghandeharioon [116, Canada]
*Finite Element Analysis of the Installation of Prefabricated Vertical
Drains in Soft Soils
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• Laboratory Testing and Physical Modeling - II
Fernanda Ferreira, Castorina
Vieira, and Maria de Lurdes Lopes [96, Portugal]
Analysis of Soil-Geosynthetic Interfaces Shear
Strength through Direct Shear Tests
Guillaume Stoltz and Natacha
Vidal [121, France]
Alteration of Friction Characteristics of Geosynthetics
Interfaces Following Successive Slidings
Henry Lin, Hoe I. Ling, Liming Li, James G. Collin, Dov
Leshchinsky, and Pietro Rimoldi [176, USA]
Centrifuge Modeling of Gabion Walls Reinforced with Geosynthetics
Seyed Naser Moghaddas Tafreshi, Behzad Noori, and Omid Khalaj [85, Iran]
Stress-Strain Response of Multi-Layered Geocell Reinforced Soil by Triaxial
Test
Burakbey Davarci and Murat Ornek [137, Turkey]
*Experimental Studies of Multi-Edge Footings Rested on Geogrid
Reinforced Sand
Fei Wang, and Lin-Chang Miao [153,
China]
*A Physical Modeling of Ground Movement around HDPE Pipes Subjected to
Tunneling
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•
Embankment, Soft Ground and Geosynthetic
Tube
Sushovan Dutta and J. N.
Mandal [34, India]
Feasibility Study on Waste Plastic Water Bottles as Encasements of Stone
Columns for Ground Improvement
Audrey Huckert, Pascal Villard, Laurent Briancon, and Patrick Garcin [36,
France]
An Experimental Approach of the Design of Geotextile-Reinforced
Embankments Prone to Sinkholes
Evgeniy Fedorenko
and Tatyana Vavrinuk [38, Russia]
Determination of the Strength of Geosynthetic
Materials Taking Into Account of Consolidation of Soil Thawed
Joanna Gorniak, Pascal Villard, and Philippe Delmas [109, France]
Analytical Design Method to Determine the Vertical Loading Capacity of Geosynthetic Tubes Filled with Granular Material
Wei Guo, Jian Chu,
and Shuwang Yan [111, Singapore]
Design of Geosynthetic Tube Resting on Winkler
Foundation
Romain Girout,
Matthieu Blanc, Luc Thorel,
Daniel Dias, and Marcio Almeida [130, France]
Geosynthetics Impact on the Reinforcement
of Compressible Soil by Rigid Piles
K. Matsushima, Y. Mohri, K. Nakazawa, K. Yamada, T. Hori, and M. Ariyoshi
[157, Japan]
The Pilot Test of Countermeasure against Wave Erosion for Road Embankment in
Bangladesh
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DAY 3 - CASE HISTORIES
• Wall/Slope and Embankment
Marco Vicari, Moreno Scotto, and Pietro Rimoldi [41, Italy]
Applications of Steel and Geogrid Reinforcement
for Reinforced Soil Structures with Lightweight Fills
Andryan Suhendra and Ganny Saputra [132, Indonesia]
Lesson Learned from Indonesian Case Histories on Retaining Earth Structure
Failures and Its Remedial Structures
Vitezslav Herle [20,
Czech Republic]
Poor Protection against Water-Path to Failure of Reinforced Soil Wall
Giovanni Giusti and Gianfranco Urciuoli [76, Italy]
An Earth Reinforced Embankment Built on a Scarp Stabilized by Soil Nailing
Maria Patricia Guerra-Escobar [174, UK]
Northumberlandia: Reinforced Soil
Structures Used in the Largest Human Landform
Alessandro Paoletti, Giovanni Battista Peduzzi, Lamberto Griffini, Piergiorgio Recalcati, and Anna Cantoni
[32, Italy]
A 60.0 m High Geogrid Reinforced Slope in the
Italian Alps
Giuseppe Federici, Luis E. Russo, Pierpaolo Fantini [165, Italy]
Segmental Retaining Walls and Steep Slopes Reinforced with PVA Geogrids in the Energy Polo of Massa Martana
Jesse Davis, Jenna Phillips, Richard Czlapinski,
Edward Seissiger, and Pino Cignarella [164, USA]
Breakwater Island Creation: A 3-Fold System
T. Yonezawa, T. Yamazaki, M. Tateyama,
and F. Tatsuoka [161, Japan]
Various Geosynthetic-Reinforced Soil Structures
for Hokkaido High-Speed Train Line
Fagner Alexandre Nunes
de Franç a and
Vinicius Rocha Gomes Pereira [127, Brazil]
*Geosynthetic-Reinforced Soil Structure Built to
Restore Original Geometry of a 12 m High Slope after Failure Using Local Soil
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• Offshore, Road and Raiwlay
Construction
Stefano Guandalini, Walter Steiner, Stefan Irngartinger [136, Switzerland]
Geosynthetics as Support for a Deposit of
Muck on Soft Clay
Arash Alimardani Lavasan and Tom Schanz [83,
Germany]
Bearing Capacity and Settlement of an Isolated Ring Footing on Sand
Reinforced with Geogrid
S. Yamaguchi, M. Yanagisawa, S. Kawabe, F. Tatsuoka, and Y. Nihei. [64, Japan]
Evaluation of the Stability of Various Types of Coastal Dyke Against Over-Flowing
Tsunami Current
Nageshwarreddy V Karnati, Sachin Mandavkar, Pietro Rimoldi, and Michela Zurlo [151, USA]
A Case History of Construction of Confined
Dredged Material Disposal Island Using Geotextile
Tube Dikes and Innovative Environmental Dredging Techniques
Felix Tseng, Andy Chien, Amy Tang, and
Vincent Ho [91, Taiwan]
Geotextile Tube Solution for Barrier
Island's Inlet Restoration Engineering in Taiwan
Alain Nancey [122, France]
Recent Development and Realisation on Basal
Reinforcement
Chaido Doulala-Rigby
[94, UK]
Use of Geosynthetics in Airfield Applications
Arik Rosen [90, Israel]
The Use of Geocells for
Slope Protection under Special Conditions
Andreas Herold and Lars Vollmert
[180,Germany]
Greater Safety for Geosynthetic-Reinforced Earth
(GRE) Systems - Noise-Protection,
Impact and Fire Performance in Full-Scale Trial
Montri Dechasakulsom, Auckpath Sawangsuriya, Nawapol Brahmajaree, and Apichai Issariyanukula [16,
Thailand]
Using Geosynthetics for Rutting Control on Highway Number
11 in Thailand
Steve Perkins, Eli Cuelho, Michelle Akin, Brian
Collins [104, USA]
The Deep Patch Slope Repair Method for Roads on Steep Hillsides
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