单侧道路加宽工程中软基处理范围数值模拟及实测研究

使用水泥搅拌桩进行地基处理已成为道路加宽工程中常用的软基加固方式,但是对于加固范围的确定鲜有研究.以某单侧填土加宽工程为背景,选取了软土地层厚度大、性质较差的典型断面进行分析.将填土简化为梯形荷载作用,根据均质土中的附加应力分布可以确定水泥搅拌桩的加固深度应不小于荷载的作用宽度.通过对不同加固方案的数值模拟分析发现,加固范围对道路边坡的整体稳定性、道路沉降和水平变形等都有明显的影响.对比研究后得出,对加宽后道路的坡脚至路肩范围下方的软土使用搅拌桩进行处理的效果比较明显.现场的实测研究表明提出的加固方案切实可行,可为同类加宽工程的设计和施工起到参考作用.

Numerical Simulation and Field Monitoring Research of Reinforcement Range of Soft Ground on One Side Road Widening Project

As one of common reinforcement measure, cement mix pile is widely used in soft ground treatment of road widen project, while relevant studies on reinforcement range is insufficient. According to the one side road widening project, the cross-section of deep soft ground is analyzed. When fill is simplified as trapezoid load, the conclusion that reinforcement depth of cement mix pile should greater than load breadth can be gained by addition stress distribution. Based on the numerical simulation of different reinforcement measures, the slope stability, road settlement and horizontal deformation are influenced greatly by reinforcement range. Comparison research indicates that when the soft ground from slope toe to road shoulder is strengthened, the improvement effect is obvious. The numerical simulation and field monitoring resules show that reinforcement measure is suitable. Meanwhile, this study can provide reference to similar project.