纤维加筋和石灰改良昔格达土工程性质试验研究
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西昌学院土木与水利工程学院,四川 西昌615013

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1.凉山州学术和技术带头人培养资金资助项目(117281709);2. 西昌学院“两高”人才科研支持计划项目项目(LGLZ202305)。


Experimental Study on Improving the Engineering Property of Xigeda Soil with Lime and Fiber
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School of Civil and Hydraulic Engineering, Xichang University, Xichang, Sichuan 615013, China

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    摘要:

    为探讨纤维加筋和石灰共同改良攀西地区昔格达土的工程性质,在昔格达土中掺入不同含量的长度为2.5 cm的纤维,制备不同纤维掺量石灰改良土样,进行有荷膨胀试验、无侧限抗压试验和直接剪切试验。试验结果表明:纤维加筋不仅可减小石灰土的膨胀性,还可以改善昔格达土的抗压、抗剪和变形等力学特性,直剪试验表明,纤维加筋石灰土颗粒与纤维之间的摩擦力增大,使土样的粘聚力明显增大。研究表明:纤维加筋能有效改善石灰昔格达土的工程性质,当掺入0.3%的聚丙烯纤维时石灰昔格达土的纤维加筋效果最佳。

    Abstract:

    To explore the methods to improve the engineering property of Xigeda soil in Panxi regions with fiber and lime reinforcement, fiber of different content with the length of 2.5cm was added to the Xigeda soil to make improved soil samples. Then, loaded swelling experiment, compression experiment without lateral confinement, and direct shear experiment were conducted. The results showed that fiber reinforcement could not only reduce the expansibility of lime soil, but also improve the mechanical traits, such as compression-resistant, shear-resistant and deformation properties of Xigeda soil. The direct shear experiment showed that the increased force of friction between the lime soil particles and fibers significantly increased the cohesion of in soil samples. The study showed that fiber reinforcement can effectively improve the engineering properties of Xigeda lime soil. When 0.3% polypropylene fiber is added, the effect of fiber reinforcement of Xigeda lime soil can be maximized.

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余明东.纤维加筋和石灰改良昔格达土工程性质试验研究[J].西昌学院学报(自然科学版),2024,38(1):49-55.

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  • 收稿日期:2023-11-08
  • 最后修改日期:2024-01-03
  • 录用日期:2024-01-27
  • 在线发布日期: 2024-05-22