目前,在基桩缺陷低应变分析方面,对基桩缺陷仅能给出定性评价,没有量化指标。主要研究的是在均匀土质中,在基桩单一缺陷量化分析模型及多缺陷量化分析模型的基础上应用计算机语言建立一个数据完整的低应变基桩单缺陷及多缺陷量化分析的软件系统,解决了基桩量化分析领域没有分析程序的难题。
At present, in respect of analysis for the defect of pile foundation with low strain test method, there is only qualitative analysis, not a quantitative index. On the basis of the single defect quantitative analysis model and the quantitative analysis of more than one defect model, a quantitative analysis software system with complete clata for defect of foundation pile is established with computer language. The difficult problem of not having the software system for defect of foundation pile is solved in the field of the quantitative analysis.