排水固结联合反压护道在山区高填软土路基的工程应用

通过珠江三角洲平原软土与山间软土的物理力学性质对比，指出山区软土相对平原软土具有厚度较小、物理力学性质较好的特点。山区地形和软土特点是排水固结联合反压护道应用于山区高填软基的有利条件，结合工程实践，根据现场监测数据分析了该方法加固处理山区高填软土路基的应用效果，在此基础上，提出了一些有效的结果与建议，可供类似工程项目参考借鉴。

Application of Loading Berm with Drainage Consolidation in High Embankment on Soft Soil Mountainous Areas

In this article, through the comparison of physical and mechanical properties of soft soil between the Pearl River Delta Plain and the mountainous areas, it has been pointed out that the soft soil at the mountainous area has relatively less thickness and better physical and mechanical properties than the soft soil at the plain area. The mountainous terrain and the characteristics of the soft soil have become advantages for the application of loading berm with drainage consolidation for the high embankment in mountainous soft soil area, and being combined with the engineering practice, the reinforcement effect has been analyzed based on the field monitoring data, and some effective results and suggestions have been pointed out, which could provide references for similar projects.