Precast concrete slabs as full-depth repairs - Michigan experience

被引:0
|
作者
Buch, N [1 ]
Barnhart, V
Kowli, R
机构
[1] Michigan State Univ, Dept Civil & Environm Engn, E Lansing, MI 48824 USA
[2] Michigan Dept Transportat, Construct & Technol Div, Lansing, MI 48909 USA
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Continued efforts are being made to expedite the construction of durable concrete repairs. In the recent past considerable attention has been given to the use of precast concrete as an alternative to conventional full-depth repair. The use of precast portland cement concrete panels eliminates the time required for curing and offers numerous other benefits, such as an excellent quality of concrete (strength and durability), minimal variability in slab thickness, and minimal negative impacts from built-in curl. In October 2001 and summer 2002, Michigan State University, in cooperation with the Michigan Department. of Transportation, installed 21 precast full-depth patches along I-94 BL in Benton Harbor, Michigan, and I-196 in South Haven, Michigan. The construction and performance monitoring protocols for the precast panels placed along I-94 BL are documented. The results from this pilot study will facilitate effective technology transfer to other state agencies contemplating the use of this technology.
引用
收藏
页码:55 / 63
页数:9
相关论文
共 50 条
  • [21] Strength Analysis of Precast Bridge Decks with Full-Depth Precast Overhang Panels
    Mander, Thomas J.
    Mander, John B.
    Head, Monique
    TRANSPORTATION RESEARCH RECORD, 2010, (2202) : 70 - 76
  • [22] Performance of transverse joint grout materials in full-depth precast concrete bridge deck systems
    Issa, MA
    do Valle, CLR
    Abdalla, HA
    Islam, S
    Issa, MA
    PCI JOURNAL, 2003, 48 (04): : 92 - +
  • [23] Design and construction of a full-width, full-depth precast concrete deck slab on steel girder bridge
    Harrison, A
    LeBlanc, ND
    CONSTRUCTION 2005, 2005, (1907): : 55 - 66
  • [24] Modified Yield Line Theory for Full-Depth Precast Concrete Bridge Deck Overhang Panels
    Mander, Thomas J.
    Mander, John B.
    Head, Monique Hite
    JOURNAL OF BRIDGE ENGINEERING, 2011, 16 (01) : 12 - 20
  • [25] Experimental Performance of AFRP Concrete Bridge Deck Slab with Full-Depth Precast Prestressed Panels
    Gar, Shobeir Pirayeh
    Head, Monique
    Hurlebaus, Stefan
    Mander, John B.
    JOURNAL OF BRIDGE ENGINEERING, 2014, 19 (04)
  • [26] Improving the performance of full-depth repairs by understanding the failure mechanisms
    Dar-Hao Chen
    Feng Hong
    Zhanyong Yao
    John Bilyeu
    KSCE Journal of Civil Engineering, 2011, 15 : 91 - 99
  • [27] Improving the performance of full-depth repairs by understanding the failure mechanisms
    Chen, Dar-Hao
    Hong, Feng
    Yao, Zhanyong
    Bilyeu, John
    KSCE JOURNAL OF CIVIL ENGINEERING, 2011, 15 (01) : 91 - 99
  • [28] Composite behavior of shear connections in full-depth precast concrete bridge deck panels on steel stringers
    Issa, MA
    Patton, TA
    Abdalla, HA
    Yousif, AA
    Issa, MA
    PCI JOURNAL, 2003, 48 (05): : 76 - +
  • [29] Behavior of Prefabricated Full-Depth Precast Concrete Bridge Deck Panel System: Optimum Prestress Level
    Al-Rousan, Rajai
    1ST INTERNATIONAL CONFERENCE ON OPTIMIZATION-DRIVEN ARCHITECTURAL DESIGN (OPTARCH 2019), 2020, 44 : 607 - 614
  • [30] The behaviour of shear connections in a composite beam with a full-depth precast slab
    Shim, CS
    Kim, JH
    Chang, SP
    Chung, CH
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2000, 140 (01) : 101 - 110