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俞炯奇, 王文双, 吴雄伟. 某软土路基低能量强夯处理试验研究[J]. 岩土工程学报, 2011, 33(zk1): 227-229.
引用本文: 俞炯奇, 王文双, 吴雄伟. 某软土路基低能量强夯处理试验研究[J]. 岩土工程学报, 2011, 33(zk1): 227-229.
YU Jiong-qi, WANG Wen-shuang, WU Xiong-wei. Low-energy DCM in soft subgrade[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 227-229.
Citation: YU Jiong-qi, WANG Wen-shuang, WU Xiong-wei. Low-energy DCM in soft subgrade[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 227-229.

某软土路基低能量强夯处理试验研究

Low-energy DCM in soft subgrade

  • 摘要: 低能量强夯试 验在软弱地基中的研究与应用拓展了强夯法的应用领域,同时使软弱地基处理多了一种选择方案。通过软土路基低能量强夯处理现场试验,分别采用试验区夯沉量、试验区内外地表沉降量及试验区内不同深度孔隙水压力增长与消散监测,并运用平板静载荷试验验证处理路基的地基承载力。试验结果表明,低能量强夯主要影响浅层软基的工程特性,强夯引起的超静孔压消散时间一般为 5 ~ 15 d ,由于能级低, 施工对周边环境的影响较小,且能满足一般路堤承载要求。

     

    Abstract: Researches and applications of low-energy DCM tests in the weak foundations expand the application field of DCM, while making an extra options for soft ground treatment. The low energy DCM is successfully put into practice in the soft soil subgrade. The settlements of the surface and in and outside the test area and the growth and dissipation of pore water pressure at different depths in the test area are monitored. A 1 m2 loading plate is applied, and the shallow bearing capacity of design is verified. The results show that the low-energy DCM mainly affects the engineering properties of shallow soft soil, and the excess pore pressure dissipation lasts about 5 ~ 15 d, which is caused by dynamic compaction. Because of the low level energy, the construction of dynamic compaction has little effect on the surrounding environment. And it can meet the capacity requirements of soft subgrade.

     

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