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    Service-Life Performance Case Studies of Underground Reinforced Concrete Utility Vaults

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 002::page 04021006-1
    Author:
    Michelle C. Chen
    ,
    José I. Restrepo
    DOI: 10.1061/(ASCE)CF.1943-5509.0001570
    Publisher: ASCE
    Abstract: Underground reinforced concrete utility vaults play a vital role for the functioning of urban centers, providing space for all kinds of utility equipment. Underground structures are subjected to harsh environmental conditions that can impact their life and eventually trigger structural damage—potentially becoming hazardous to equipment and personnel carrying out routine inspections. A study was conducted to determine the main causes for deterioration in underground reinforced concrete structures observed during routine inspections in the southwest United States. Petrographic examinations of concrete samples cored from seven unique structures with significant damage showed that concrete carbonation has reached the reinforcing steel in some structures and there was evidence of minor sulfate attacks. Chloride ions were found at high concentrations, which had indications of being introduced through the concrete admixture. This is consistent with the practice of the precast industry around the 1960s–1980s to use calcium chloride admixtures to increase fabrication throughput. The presence of chlorides in the concrete matrix, coupled with gradual concrete carbonation, moisture, and oxygen, are the main causes of deterioration and damage observed in these structures.
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      Service-Life Performance Case Studies of Underground Reinforced Concrete Utility Vaults

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4270918
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    contributor authorMichelle C. Chen
    contributor authorJosé I. Restrepo
    date accessioned2022-02-01T00:06:05Z
    date available2022-02-01T00:06:05Z
    date issued4/1/2021
    identifier other%28ASCE%29CF.1943-5509.0001570.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270918
    description abstractUnderground reinforced concrete utility vaults play a vital role for the functioning of urban centers, providing space for all kinds of utility equipment. Underground structures are subjected to harsh environmental conditions that can impact their life and eventually trigger structural damage—potentially becoming hazardous to equipment and personnel carrying out routine inspections. A study was conducted to determine the main causes for deterioration in underground reinforced concrete structures observed during routine inspections in the southwest United States. Petrographic examinations of concrete samples cored from seven unique structures with significant damage showed that concrete carbonation has reached the reinforcing steel in some structures and there was evidence of minor sulfate attacks. Chloride ions were found at high concentrations, which had indications of being introduced through the concrete admixture. This is consistent with the practice of the precast industry around the 1960s–1980s to use calcium chloride admixtures to increase fabrication throughput. The presence of chlorides in the concrete matrix, coupled with gradual concrete carbonation, moisture, and oxygen, are the main causes of deterioration and damage observed in these structures.
    publisherASCE
    titleService-Life Performance Case Studies of Underground Reinforced Concrete Utility Vaults
    typeJournal Paper
    journal volume35
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001570
    journal fristpage04021006-1
    journal lastpage04021006-10
    page10
    treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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