| 抗疏力固化剂配合比设计研究 |
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| 引用本文： | 邹雁飞.抗疏力固化剂配合比设计研究[J].交通标准化,2012(4):64-66. |
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| 作者姓名： | 邹雁飞 |
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| 作者单位： | 东莞市新远高速公路发展有限公司常虎高速公路分公司,广东东莞,523000 |
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| 摘 要： | 抗疏力固化剂可以改变土颗粒的结构,降低土微粒的界面活性,加速土壤石化的自然进程,提高土体的承载力。通过室内击实试验、无侧限抗压强度试验、CBR试验,研究并提出了抗疏力固化剂在实际应用中的合理掺量。
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| 关 键 词： | 抗疏力 固化 掺量 强度 |
Study on Mixture Ratio Design of Consolid Agent |
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| ZOU Yan-fei.Study on Mixture Ratio Design of Consolid Agent[J].Communications Standardization,2012(4):64-66. |
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| Authors: | ZOU Yan-fei |
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| Institution: | ZOU Yan-fei (Dongguan Xinyuan Expressway Development Co., Ltd., Chang-Hu Expressway Branch, Dongguan 523000, China) |
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| Abstract: | Consolid agent can change the structure of soil particles, reduce the interface activity of soil particles, accelerate the natural process of soil petrifaction, and advance the bearing capacity of soil. Through indoor compaction test, unconfined compressive strength test and CBR test, the reasonable dosage of consolid curing agent in practical application is proposed. |
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| Keywords: | consolid curing mixing amount strength |
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