Brief Analysis of Change Rule of Soil Resistance of Wharf's Pile Foundation under Different Loads
The changes of lateral friction resistance of soil layers around pile and pile tip resistance are analyzed by carrying out load tests and pile's stress-strain tests on two driven piles with different diameters and lengths adopted in a wharf project based on local geological investigation data.The research results show the change rules of lateral friction resistance and pile tip resistance of the soil layers with various properties at different depths.
国家科技期刊平台
NSTL
万方数据
