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陈富, 李海涛. 黄骅港地区深层水泥土搅拌桩施工工艺研究[J]. 岩土工程学报, 2015, 37(zk1): 156-160. DOI: 10.11779/CJGE2015S1030
引用本文: 陈富, 李海涛. 黄骅港地区深层水泥土搅拌桩施工工艺研究[J]. 岩土工程学报, 2015, 37(zk1): 156-160. DOI: 10.11779/CJGE2015S1030
CHEN Fu, LI Hai-tao. Construction technology of cement deep mixing piles in Huanghua Port region[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 156-160. DOI: 10.11779/CJGE2015S1030
Citation: CHEN Fu, LI Hai-tao. Construction technology of cement deep mixing piles in Huanghua Port region[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 156-160. DOI: 10.11779/CJGE2015S1030

黄骅港地区深层水泥土搅拌桩施工工艺研究

Construction technology of cement deep mixing piles in Huanghua Port region

  • 摘要: 水泥土搅拌桩是黄骅港地区广泛使用的软土地基处理方法,但容易出现施工质量问题。结合黄骅港地区水泥土搅拌桩现场检测结果,系统分析了两种主要水泥土搅拌桩施工质量问题。为探究水泥搅拌桩施工质量问题的原因,通过室内3种水泥掺量不同龄期的室内水泥土试验排除了水泥掺量及土质等因素。通过比较室内水泥土配合比试验与水泥搅拌桩现场施工的差异,指出施工质量问题的主要原因在于现场施工工艺因素。最后介绍了两个有效的水泥搅拌桩施工工艺改进,首先介绍双向搅拌工艺在该地区的成功应用并提供了相关检测数据以供参考,然后介绍扇形后喷浆钻头施工工艺能够有效解决上述两种施工质量问题。

     

    Abstract: The cement deep mixing (CDM) pile is a widely-used method for soft ground treatment in Huanghua Port region. However, construction quality problems easily occur. Based on the field inspection results of CDM in Huanghua Port region, two construction quality problems of CDM are systematically analyzed. In order to investigate the causes of construction quality problems, indoor mix proportion tests on three contents of cement under different test periods are conducted to exclude such factors as content of cement and soil texture. Through the comparison of difference between indoor mix proportion tests and field construction of CDM, the field construction technology is pointed out to be the main cause of quality problems. Finally, two effective construction technique improvements of cement deep mixing pile are proposed. The successful application of bidirectional mixing technique in the Huanghua Port region is introduced, and the relevant inspection data is provided for reference. In addition, a fan-shaped back-spraying stirring head is demonstrated to be an effective construction technique to solve the two above construction quality problems.

     

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