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刘爱民. 真空预压联合戗灰拌合法加固新吹填超软土地基技术[J]. 岩土工程学报, 2017, 39(z2): 149-152. DOI: 10.11779/CJGE2017S2037
引用本文: 刘爱民. 真空预压联合戗灰拌合法加固新吹填超软土地基技术[J]. 岩土工程学报, 2017, 39(z2): 149-152. DOI: 10.11779/CJGE2017S2037
LIU Ai-min. Reinforcement technology for vacuum preloading combined with lime mixing method for soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 149-152. DOI: 10.11779/CJGE2017S2037
Citation: LIU Ai-min. Reinforcement technology for vacuum preloading combined with lime mixing method for soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 149-152. DOI: 10.11779/CJGE2017S2037

真空预压联合戗灰拌合法加固新吹填超软土地基技术

Reinforcement technology for vacuum preloading combined with lime mixing method for soft soil foundation

  • 摘要: 采用真空预压法加固新近吹填的超软土地基时,尽管地基沉降量很大,含水率也有大幅度的降低,但有时加固后表层土的十字板剪切强度仍然较低,不能满足工程需要。这主要是由于这类土颗粒中黏粒甚至胶粒的含量较大且土的固结快剪内摩擦角较小所造成的。对于真空预压后不能满足工程需要的表层土,可进一步采用戗灰拌合的方法进行处理。

     

    Abstract: When the vacuum preloading method is used to reinforce the flowing mud, the settlement of the foundation is relatively large and the water content is also greatly reduced, but sometimes the vane shear strength is still low, which cannot meet the needs of the project. This is mainly due to the large amount of clay particles and even colloidal particles in this kind of soil particles. The lime mixing method can be used for further treatment when the surface soil cannot meet the engineering needs after treatment of vacuum preloading.

     

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