论文部分内容阅读
分析了半刚性桩复合地基的桩土受力特点,通过数值计算方法,得到半刚性桩复合地基的沉降随桩 长、置换率、桩身强度等因素变化的关系。
The characteristics of pile-soil stress of semi-rigid pile composite foundation were analyzed. Through the numerical calculation method, the relationship between the settlement of semi-rigid pile composite foundation and the change of pile length, replacement rate and pile strength was obtained.