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    流态固化土治理边坡的性能研究及工程案例

    Performance study and engineering case of slope treatment of fluidized solidified soil

    • 摘要: 随着国家在基础设施上的投资增大,交通、水利等工程建设过程中均产生了大量边坡。边坡的开挖破坏了坡体的结构面以及植物覆盖层,从而导致了水土流失、浅层滑坡等问题频发。为综合提高边坡的抗滑、抗冲刷的稳定性及边坡治理的生态效果,本研究以硝酸盐类新型水泥激发剂+水泥为固化剂、以当地壤土为固化对象制备了不同配比的新型流态固化土,通过室内试验分析其内摩擦角、粘聚力、抗冲特性及植生效果,根据试验结果和应用对象合理确定施工配比,针对易县西陵某土质边坡实施了分层喷筑。结果表明:流态固化土的C、φ随着固化剂用量的增加及龄期的增长呈增长趋势;冲刷量呈减少趋势,当固化剂用量由2%提高到4%时变化最为显著。添加固化剂后流态固化土的出苗率降低49.89个百分点以上,水泥掺量2%条件下出苗率保持在20%左右;在固化剂掺量≦2%的条件下植物生长能显著提高固化土的抗冲性,冲刷量减少22.7%~60.9%。治理后的边坡植生效果良好,经历“23?7”特大暴雨后坡面稳定,虽植生受到一定影响,但第二年自然恢复效果较好。

       

      Abstract: Background With the increase of national investment in infrastructure, a large number of slopes have been generated in the construction process of transportation, water conservancy and other projects. The excavation of the slope destroys the structural plane and plant cover of the slope, resulting in frequent problems such as soil erosion and shallow landslides.And with the concept of ecological civilization deeply rooted in the hearts of the people, people have begun to seek new technologies that can not only ensure the safety of slopes, but also take into account the ecology. Methods In order to comprehensively improve the stability of slope anti-slip and anti-erosion and the ecological effect of slope treatment, this study prepared new fluidized solidified soil with different proportions with new nitrate cement activator + cement as curing agent and local loam as the curing object, analyzed its internal friction angle, cohesion, impact resistance and planting effect through laboratory tests, reasonably determined the construction ratio according to the test results and application objects, and implemented layered spraying for a soil slope in Xiling, Yixian County. Results 1) The Cohesion and Internal friction angle of the fluidized stabilized soil increase along with the augmentation of the hardener dosage and age, while the erosion amount decreases. 2) When the hardener dosage is elevated from two percent to four percent, the outgrowth rate declines by more than 49.89 percent. The cement content is at the level of two percent, the outgrowth rate remains approximately 20 percent. 3) Under the condition that the content of curing agent is less than or equal to two percent, plant growth can significantly improve the impact resistance of solidified soil, and the erosion amount reduces by 22.7 % to 60.9 %. 4) After the engineering treatment, the planting effect on the slope is excellent, and the slope remains stable after the "23.7" heavy rainstorm. Although the planting is affected to a certain extent, the natural recovery effect is satisfactory in the following year. Conclusions The results show that the fluidized solidified soil has good shear and erosion resistance, and the engineering application has also achieved obvious success, which can provide a valuable reference for the theoretical research and engineering application of the application of the slope is treated with fluidzed solidified soil. In order to achieve the goal of enhancing slope stability and reducing soil erosion, so as to achieve the goal of enhancing slope stability and reducing soil erosion.

       

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