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Flexural Strength of Prestressed Reinforced Concrete Piles Using High-Strength Material

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Flexural Strength of Prestressed Reinforced Concrete Piles Using High-Strength Material Third International fib Congress incorporating the PCI Annual Convention and Bridge Conference 2010 Washington, DC, USA 29 May - 2 June 2010 Volume 1 of 6 ISBN: 978-1-61782-821-8 Printed from e-media with permission by: Curran Associates, Inc. 57 Morehouse Lane Red Hook, NY 12571 Some format issues inherent in the e-media version may also appear in this print version. Copyright© (2010) by the Precast Prestressed Concrete Institute All rights reserved. Printed by Curran Associates, Inc. (2011) For permission requests, please contact the Precast Prestressed Concrete Institute at the address below. Precast Prestressed Concrete Institute 200 W. Adams St. #2100 Chicago, IL 60606-6938 Phone: (312) 786-0300 Fax: (312) 621-1114 [email protected] Additional copies of this publication are available from: Curran Associates, Inc. 57 Morehouse Lane Red Hook, NY 12571 USA Phone: 845-758-0400 Fax: 845-758-2634 Email: [email protected] Web: www.proceedings.com TABLE OF CONTENTS VOLUME 1 BRIDGES AND TRANSPORTATION FLEXURAL STRENGTH OF PRESTRESSED REINFORCED CONCRETE PILES USING HIGH-STRENGTH MATERIAL ........................................................................................................................................................................................................1 M. Akiyama, M. Suzuki, R. Abe DESIGN & BUILD FOR PALM JUMEIRAH MONORAIL INFRASTRUCTURES IN DUBAI, U.A.E. ...........................................15 H. Omi, S. Ohno, N. Horikoshi RECENT CHANGES THAT HAVE IMPROVED THE QUALITY OF POSTTENSIONING IN BRIDGE CONSTRUCTION ...........................................................................................................................................................................................25 Z. Xia DOUBLING THE WIDTH OF THE PLATFORM OF THE SAN PEDRO BRIDGE (SPAIN) ............................................................34 J. Torroja, J. Simon-Talero, A. Hernandez CRUSELL BRIDGE, CABLE-STAYED IN THE WEST HARBOR OF HELSINKI (FINLAND), STAY SYSTEM ELABORATION IN TERMS OF DESIGN, EXECUTION AND DYNAMIC BEHAVIOR..................................................................54 R. Rucabado, A. Semir, J. Torvinen PREDICTION OF SHEAR CARRYING CAPACITY OF SEGMENTAL CONCRETE BEAMS WITH EXTERNAL TENDONS .................................................................................................................................................................................65 D. Nguyen, K. Watanabe, J. Niwa DEVELOPMENT OF EMBEDDABLE MULTIPROBE SENSORS FOR CORROSION MONITORING AND SERVICE LIFE PREDICTION OF REINFORCED CONCRETE STRUCTURES ..............................................................................77 A. Holst, H. Budelmann NEW RIVER SUIR BRIDGE, CABLE-STAYED LANDMARK ALONG N25 WATERFORD BYASS (IRELAND), STAY SYSTEM ELABORATION IN TERMS OF DESIGN, EXECUTION AND DYNAMIC BEHAVIOR ......................................................................................................................................................................................................88 J. Richart, A. Ladysz, R. Rucabado DESCENDING MANOUEVER ON CONCRETE SEMI ARCHES, DEZA HIGH SPEED VIADUCT, AVE GALICIA. SEGMENT: LALÍN (ANZO) – SILLEDA (CARBOEIRO), SPAIN ...................................................................................100 R. Rucabado, A. Moreno, M. Calvo, P. Taboas PRESTRESSING APPLICATIONS ON SITRA BRIDGES, KINGDOM OF BAHRAIN ...................................................................113 G. Domeyer, J. Lorenzo SEISMIC VULNERABILITY OF EXISTING BRIDGES – SEISMIC ISOLATION VERSUS DUCTILITY..................................122 M. Baur, A. Faecke BALANCED LIFT METHOD FOR LIFT BRIDGES...............................................................................................................................134 S. Blail, D. Wimmer, J. Kollegger DESIGN, FABRICATION, AND TESTING OF A 2ND GENERATION ULTRA-HIGH PERFORMANCE CONCRETE PI-GIRDER.............................................................................................................................................................................141 B. Graybeal CONSTRUCTION OF THE HOOVER DAM BYPASS ARCH BRIDGE .............................................................................................155 Y. Takatoku EXPERIMENTAL STUDY ON SHEAR TRANSFER CAPACITY OF PERFOBOND STRIP..........................................................168 R. Yamaguchi, R. Shionaga DESIGN AND CONSTRUCTION OF THE SAGI-MAI BRIDGE..........................................................................................................177 K. Oue, H. Imai, H. Oshima, H. Noguchi, Y. Ito RESEARCH ON SOLUTIONS TO CONSTRAIN LONGITUDINAL CRACKS ON THE BOTTOM OF PRE- STRESSED CONCRETE BRIDGES...........................................................................................................................................................184 X. Wu, Y. Wang COMPUTERIZED CONCEPTION AND OPTIMIZATION OF POST-TENSIONING IN CONCRETE BRIDGE ENGINEERING .............................................................................................................................................................................................198 H. Bulicek, S. Seipelt HIGH FREQUENCY FATIGUE TESTING OF STAY CABLES...........................................................................................................210 W. Traeger, J. Kollegger FATIGUE TESTING WITH TRANSVERSE DISPLACEMENTS IN STAY CABLE SYSTEMS.....................................................221 G. Rodriguez, C. Olabarrieta STUDY OF A BRIDGE WITH A NEW SRTUCTURAL SYSTEM USING ULTRA HIGH STRENGTH FIBER REINFORCED CONCRETE .......................................................................................................................................................................235 A. Kasuga, N. Nagamoto, K. Kata, H. Asai INDIRECTLY SUPPORTED BRIDGES – RISK OF BRITTLE FAILURE? .......................................................................................246 K. Thoma, C. Bueeler TEXTILE REINFORCED CONCRETE FOR LIGHTWEIGHT SEGMENTED BRIDGES WITH POST- TENSIONING.................................................................................................................................................................................................256 D. Jesse, F. Jesse PARAMETRIC STUDY OF LONG-SPAN PRE-CAMBERED BRIDGE GIRDERS ..........................................................................270 G. Portela-Gauthier, U. Barajas-Valdes, W. Varela-Ortiz BALANCED CANTILEVER CONSTRUCTION......................................................................................................................................279 T. Richli, J. Sowa, C. Chang DESIGN OF BUCHANAN COUNTY, IOWA, BRIDGE, USING ULTRA-HIGH PERFORMANCE CONCRETE AND PI-GIRDER CROSS SECTION .........................................................................................................................................................293 D. Bierwagen, B. Moore, B. Keierleber, S. Sritharan, T. Wipf, A. Abu-Hawash FHWA RESEARCH PROGRAM ON LIGHTWEIGHT HIGH-PERFORMANCE CONCRETE – DEVELOPMENT LENGTH OF UNCOATED MILD STEEL IN TENSION.......................................................................................324 G. Greene Jr., B. Graybeal BRIDGE ABOVE ENMEDIO STREAM. ANALYSIS OF D REGIONS ...............................................................................................343 S. Perez-Fadon, C. Bajo UNDERPASSES UNDER RESTRICTED BOUNDARY CONDITIONS ...............................................................................................371 S. Bansal, S. Rustagi, J. Kurian NEW APPROACHES IN MONITORING AND DIAGNOSTICS OF PRE-STRESSED CONCRETE BRIDGES..........................387 J. Kucharik PERFORMANCE EVALUATION OF LIGHTWEIGHT HIGH STRENGTH CONCRETE FOR PRECAST PRESTRESSED BRIDGE GIRDERS .........................................................................................................................................................396 R. Holland, J. Dunbeck, L. Kahn RAPID CONSTRUCTION OF VIADUCT IN AN URBAN CITY USING THE PRE-CAST SEGMENT CONSTRUCTION METHOD IN THE DUBAI METRO PROJECT.....................................................................................................405 T. Yamaguchi, H. Onishi, H. Sekiguchi, T. Iwaki, Y. Otsuka, Y. Sakakibara DURABILITY OF TENDONS: MONITORING OF GROUT QUALITY DURING INJECTION AND CORROSION RISK DURING DESIGN LIFE OF TENDON .................................................................................................................416 Y. Wu, H. Ganz, M. Buchler EXPERIMENTAL STUDY ON THE FILLING UP DETENCTION OF PC GROUT BY THE NON- DESTRUCTIVE INSPECTION ...................................................................................................................................................................428 J. Hamaoka, S. Nojima, T. Kamamoto, O. Tachibana RISK ASSESSMENT AND RISK MANAGEMENT OF NEWLY-BUILT BRIDGE VIBRATION EFFECTS ON SURROUNDING BUILDINGS ....................................................................................................................................................................438 X. Shi, S. Geng, X. Ruan, Z. Qu, Z. Wang EXPERIMENT ON THE JOINT AT THE LOWER END OF THE STRUT IN PC BOX GIRDER BRIDGE WITH STRUTS ..............................................................................................................................................................................................447 H. Gatto, J. Iwatate, Y. Hayashida, S.
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