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首页> 外文期刊>Journal of Performance of Constructed Facilities >Investigation of Heaving at Holloman Air Force Base, New Mexico
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Investigation of Heaving at Holloman Air Force Base, New Mexico

机译:新墨西哥州霍洛曼空军基地的起伏调查

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摘要

Heaving of pavements and a building foundation became progressively worse on a project at Holloman Air Force Base (AFB), N.M. The cause of the heaving was identified as sulfate attack on recycled concrete used as fill and base course below the buildings and pavements. This recycled concrete came from sulfate-resistant airfield Portland concrete pavement that had existed for decades at Holloman AFB without distress. However, severe sulfate exposure conditions, ready availability of water, the more permeable nature of the crushed recycled concrete, less common thaumasite attack, possible soil contamination as a secondary source of alumina, or some combination of these factors allowed sulfate attack to develop in the recycled material even though it had not in the original concrete pavement.
机译:在北卡罗来纳州霍洛曼空军基地(AFB)的一个项目中,人行道和建筑物地基的起伏逐渐恶化。起伏的原因被确定为硫酸盐侵蚀了用作建筑物和人行道下方的填料和基层的再生混凝土。这种再生混凝土来自耐硫酸盐机场波特兰混凝土路面,该路面在霍洛曼空军基地已经存在了数十年,没有遇险。但是,严峻的硫酸盐暴露条件,随时可用的水,粉碎的再生混凝土具有更高的渗透性,较少的硅藻土侵蚀,可能的土壤污染(作为氧化铝的次要来源)或这些因素的某种组合,使得硫酸盐侵蚀在水土流失中发展。即使没有在原始混凝土路面中,也使用了再生材料。

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