宋泽卓, 刘瑾, 王梓, 等. 2024. 剑麻纤维-聚丙烯酰胺改良客土干缩开裂试验研究[J]. 工程地质学报, 32(1): 28-38. doi: 10.13544/j.cnki.jeg.2022-0032.
    引用本文: 宋泽卓, 刘瑾, 王梓, 等. 2024. 剑麻纤维-聚丙烯酰胺改良客土干缩开裂试验研究[J]. 工程地质学报, 32(1): 28-38. doi: 10.13544/j.cnki.jeg.2022-0032.
    Song Zezhuo, Liu Jin, Wang Zi, et al. 2024. Experimental study on dry shrinkage cracking of sisal fiber-polyacrylamide modified external soil[J]. Journal of Engineering Geology, 32(1): 28-38. doi: 10.13544/j.cnki.jeg.2022-0032.
    Citation: Song Zezhuo, Liu Jin, Wang Zi, et al. 2024. Experimental study on dry shrinkage cracking of sisal fiber-polyacrylamide modified external soil[J]. Journal of Engineering Geology, 32(1): 28-38. doi: 10.13544/j.cnki.jeg.2022-0032.

    剑麻纤维-聚丙烯酰胺改良客土干缩开裂试验研究

    EXPERIMENTAL STUDY ON DRY SHRINKAGE CRACKING OF SISAL FIBER-POLYACRYLAMIDE MODIFIED EXTERNAL SOIL

    • 摘要: 裸露岩质边坡的数量随着基础设施建设规模和数量的不断增大,客土喷播技术作为一种有效的边坡护坡绿化技术可以改善岩质边坡的表层稳定性,但多种因素造成表层土体失水开裂,影响客土喷播的修复效果。针对此问题,采用剑麻纤维和聚丙烯酰胺(PAM)对客土进行改良,开展了不同土层厚度、剑麻纤维和聚丙烯酰胺(PAM)含量条件下干缩开裂试验,研究了不同条件对土体干燥失水、表面裂隙发育的影响,采用微观扫描技术(SEM)对改良后客土的内在结构变化进行了测试。结果表明:随土层厚度增大,改良土蒸发稳定时间有所延长,且土层厚度增大能有效抑制试样表面裂隙的发育。剑麻纤维和PAM的掺入有效延长了黏土蒸发的路径,且随着纤维和PAM含量增加土体蒸发速率逐渐降低,抑制了土体表层裂隙发育。PAM的强吸水性能够降低土体的蒸发速率,纤维的“桥接作用”可以抑制裂隙的扩展,提高土体的整体性。

       

      Abstract: The number of exposed rock slopes gradually increases with the scale and number of infrastructure construction. As an effective slope protection and greening technology,guest soil spraying technology can enhance the surface stability of rock slopes. However,various factors contribute to water loss and cracking of the surface soil,which can impact the repair effectiveness of guest soil spraying. To address this issue,sisal fiber and polyacrylamide(PAM) are utilized to enhance the external soil in this paper. Dry shrinkage cracking tests were conducted under different conditions,including varying thickness,sisal fiber content,and polyacrylamide(PAM)content. The effects of these different conditions on soil drying,water loss,and surface crack development were studied. The internal structural changes of the improved external soil were discussed and analyzed using scanning electron microscopy(SEM). The results indicate that,with the increase in soil layer thickness,the evaporation stability time of the improved soil is prolonged,effectively inhibiting the development of surface cracks. The addition of sisal fiber and PAM extends the evaporation path of clay,leading to a gradual decrease in the evaporation rate of the soil with an increase in fiber and PAM content. This improvement also hinders the development of surface cracks in the soil. The strong water absorption capability of PAM contributes to reducing the soil's evaporation rate,while the bridging effect of fiber inhibits the expansion of cracks,enhancing the overall integrity of the soil.

       

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