摘要
以一维波动方程和反射波理论为理论基础的反射波法基桩动测，经过多年的工程桩测试和多根桩的验证对比，总结和分析了完整桩的波形模式与各类缺陷桩的波形特征和评判标志，并且编制了模拟计算程序，从而加深了桩身质量分析，提高了动测效果。
he wave features of complete piles and criterion of various defect piles reflected are analyzied and summarized applying the wave method, based on one dimension wave equation and the reflected wave theory,to the practical pile works. The simulative calculation programme is developed to analyze the pile quality and improve dynamic pile test.
出处
《河海大学学报（自然科学版）》
CAS
CSCD
1995年第4期42-49,共8页
Journal of Hohai University(Natural Sciences)
