【摘要】 依托广东省清远市某高速公路高填方项目，采用数值模拟与现场监测手段，对高填方路基的固结沉降变形规律和超静孔隙水压力的变化过程进行了研究，提出了通过减小填筑速度来减小工后沉降量的方法，对类似地质条件下高填方工程的设计与施工提供参考与借鉴。更多还原

【Abstract】 Combined with a highway high fill project in Qingyuan City, Guangdong Province, the law of consolidation settlement deformation and the change process of excess pore water pressure of high fill subgrade are studied by means of numerical simulation and field monitoring. The method of reducing the post-construction settlement by reducing the filling speed is put forward. It provides reference for the design and construction of high fill engineering under similar geological conditions.更多还原