航道整治工程水泥搅拌桩快速检测方法
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Rapid test method of cement mixing pile in waterway regulation engineering
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    摘要:

    航道整治工程中水泥搅拌桩受汛期影响检测工期较短,当前常用的静载试验法和钻孔取芯法无法达到快速检测的目的。以长江下游某航道整治工程为依托,开展现场标准贯入试验和室内无侧限抗压强度试验,并建立基于不同土性条件下的标贯击数和桩身强度的计算公式,以及基于水泥土的龄期增长规律的不同龄期标贯击数的关系式。结果表明,水泥搅拌桩的标贯击数和无侧限抗压强度具有较好的线性关系,其线性参数与土性密切相关,可通过原位标准贯入试验获得桩身强度,提高检测效率;7 d与28 d标贯击数成线性关系N28=1.12N7+13,7 d与90 d标贯击数成二次函数关系N90=-0.16N27+7.9N7-30,关系式可在早期预测水泥搅拌桩的施工质量,加快进度。

    Abstract:

    In waterway regulation engineering,the cement mixing pile is affected by the flood season and the inspection period is relatively short. The currently commonly used static load test method and borehole core method cannot achieve the purpose of rapid inspection. Relying on a waterway regulation engineering in the lower reaches of the Yangtze River,we carry out the field standard penetration test and the indoor unconfined compressive strength test,establish a calculation formula based on the numbers of standard penetration and pile strength under different soil condition,and establish the relationship formula between different standard penetration numbers based on the growth law of cement soil age. The test results show that the standard penetration number of cement mixing pile and the unconfined compressive strength has a good linear relationship,and its linear parameters are closely related to the soil properties. The strength of the pile can be obtained through in-situ standard penetration tests to improve detection efficiency. The relationship between 7 d and 28 d standard penetration numbers is linear as N28=1.12N7+13. The relationship between 7 d and 90 d standard penetration numbers is the quadratic function as N90=-0.16N27+7.9N7-30. These formulas can predict the construction quality of cement mixing piles in the early-stage and accelerate the progress.

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李鹏飞,吉同元,曾 彪,等.航道整治工程水泥搅拌桩快速检测方法[J].水运工程,2021(6):50-53.

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  • 在线发布日期: 2021-06-15
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