岩溶地区高速公路隧道绿色注浆试验研究
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柴宝红(1984—),男,中交第四公路工程局有限公司工程师

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TU528

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国家自然科学基金资助项目(50908234);湖南省自然科学基金资助项目(2020JJ4743)


Study on green grouting test of highway tunnel in Karst area
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    摘要:

    为减少岩溶地区高速公路隧道注浆施工对水环境的污染,研究了多种绿色外加剂的效果,并基于达尔文遗传算法和多元线性回归方法,分析了绿色外加剂在不同凝结时间时的最优掺量。试验结果表明:绿色注浆材料的缓凝剂、早强剂和减水剂分别采用葡萄糖酸钠、甲酸钙和聚羧酸最为合适。当初凝时间小于等于30 min,终凝时间小于等于33 min时,最优掺量组合分别为2.564%甲酸钙、0.039%聚羧酸,不掺葡萄糖酸钠。当初凝时间为30~60 min,终凝时间为 33~65 min时,最优掺量组合分别为 2.480%甲酸钙、0.117%聚羧酸,不掺葡萄糖酸钠。当初凝时间大于 60 min,终凝时间大于65 min时,最优掺量组合分别为0.022%葡萄糖酸钠、1.580%甲酸钙和0.140%聚羧酸。

    Abstract:

    In order to reduce the pollution of expressway tunnel grouting construction in Karst areas,the effect of various green admixtures was analyzed,and the optimal parameters of green admixture at different setting time was analyzed based on the Darwinian genetic algorithm and multiple linear regression method.The test results show that,sodium gluconate,calcium formate and sodium gluconate are considered as the most suitable green grouting material of retarder,early strength and water reducer agent, respectively. When the initial coagulation time is equal or lesser than 30 min,and the final coagulation time is equal or lesser than 33 min,the optimal mixing amount is 2.564% calcium formate and 0.039% polycarboxylic acid,without sodium gluconate. When the initial coagulation time is 30~60 min,and the final coagulation time is 33~65 min,the optimal mixing amount is 2.48% calcium formate and 0.117% polycarboxylic acid,respectively,without sodium gluconate. When the initial coagulation time exceeds 60 min,and the final coagulation time exceeds 65 min,the optimal incorporation is 0.022% sodium gluconate,1.58% calcium formate,and 0.140% polycarboxylate,respectively.

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柴宝红,史红英,梅坤,等.岩溶地区高速公路隧道绿色注浆试验研究[J].交通科学与工程,2022,38(3):107-112.
CHAI Baohong, SHI Hongying, MEI Kun, et al. Study on green grouting test of highway tunnel in Karst area[J]. Journal of Transport Science and Engineering,2022,38(3):107-112.

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  • 在线发布日期: 2023-01-05
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