Bearing capacity and settlement prediction of elevated bridge pile foundation in deep soft soil areas
In this paper,the support vector machine model is proposed to predict the ultimate bearing capacity of pile foundation,and the settlement of pile foundation is predicted and analyzed by combining the transformation method from the test results of self-balancing method to the load-displacement curve of pile top in static load test.The results show that this method can effectively predict the bearing capacity and settlement of pile foundation,which provides important theoretical basis and technical support for the design,construction and operation of high-speed railway viaduct.
deep soft soil areahigh-speed railwayviaductbearing capacity of pile foundation
万方数据
维普
