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    Impact of Extruded Curb Misalignment and Temperature Stress on Slab Cracking of CFRDs: A Case Study of the Pankou Dam

    Source: Journal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 004::page 04025031-1
    Author:
    Kongzhong Hu
    ,
    Lifang Liu
    ,
    Gang Sun
    ,
    Pengtao Zhang
    ,
    Junru Li
    DOI: 10.1061/JPCFEV.CFENG-5054
    Publisher: American Society of Civil Engineers
    Abstract: Slab cracking is one of the major issues in the safe operation of a concrete-faced rockfill dam (CFRD). At the Pankou Reservoir Hub, a 124 m high CFRD, slab cracks were observed after only three days of concrete pouring. These cracks were characterized by mostly occurring on the surface, developing nearly horizontally, and spreading throughout the whole slab. It is of great significance to investigate the underlying causes to improve safety in similar projects. Through a detailed analysis of design documents, construction practices, and health monitoring data, the study identifies extruded curb misalignment and cement hydration heat as primary contributors to early shallow slab cracking. A series of numerical simulations were performed to assess the combined effect of extruded curb misalignment and temperature stress, and the results showed that the misalignment of the extruded curbs resulted in an uneven thickness of the concrete slab, where the temperature stress is concentrated and led to tensile stresses exceeding the allowable values and consequent slab cracking, so to alleviate the issue of slab cracking, the construction quality of the extruded curb should be strictly controlled. This study also provides a reference for avoiding and repairing slab cracking in similar projects.
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      Impact of Extruded Curb Misalignment and Temperature Stress on Slab Cracking of CFRDs: A Case Study of the Pankou Dam

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307842
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    contributor authorKongzhong Hu
    contributor authorLifang Liu
    contributor authorGang Sun
    contributor authorPengtao Zhang
    contributor authorJunru Li
    date accessioned2025-08-17T23:03:20Z
    date available2025-08-17T23:03:20Z
    date copyright8/1/2025 12:00:00 AM
    date issued2025
    identifier otherJPCFEV.CFENG-5054.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307842
    description abstractSlab cracking is one of the major issues in the safe operation of a concrete-faced rockfill dam (CFRD). At the Pankou Reservoir Hub, a 124 m high CFRD, slab cracks were observed after only three days of concrete pouring. These cracks were characterized by mostly occurring on the surface, developing nearly horizontally, and spreading throughout the whole slab. It is of great significance to investigate the underlying causes to improve safety in similar projects. Through a detailed analysis of design documents, construction practices, and health monitoring data, the study identifies extruded curb misalignment and cement hydration heat as primary contributors to early shallow slab cracking. A series of numerical simulations were performed to assess the combined effect of extruded curb misalignment and temperature stress, and the results showed that the misalignment of the extruded curbs resulted in an uneven thickness of the concrete slab, where the temperature stress is concentrated and led to tensile stresses exceeding the allowable values and consequent slab cracking, so to alleviate the issue of slab cracking, the construction quality of the extruded curb should be strictly controlled. This study also provides a reference for avoiding and repairing slab cracking in similar projects.
    publisherAmerican Society of Civil Engineers
    titleImpact of Extruded Curb Misalignment and Temperature Stress on Slab Cracking of CFRDs: A Case Study of the Pankou Dam
    typeJournal Article
    journal volume39
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/JPCFEV.CFENG-5054
    journal fristpage04025031-1
    journal lastpage04025031-11
    page11
    treeJournal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 004
    contenttypeFulltext
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