摘要
讨论了大面积柔性荷载下考虑桩土共同作用的桩基础沉降问题,提出了大面积柔性荷载下的桩基础沉降计算方法,并将理论计算结果与某工程算例的沉降进行了对比,表明理论方法的可靠性与有效性。
Details of the settlement study on the pile foundation bearing the large-area-flexible load are discussed taking into account the interaction of piles and soil. A method to calculate the settlement of the pile foundation bearing the negative friction under this condition is proposed. Analysis results for an engineering example show that the proposed method is feasible.
出处
《结构工程师》
2006年第4期44-49,共6页
Structural Engineers
关键词
桩土共同作用
柔性荷载
负摩阻力
沉降
interaction of pile and soil, flexible load, negative friction, settlement
