摘要
根据低应变反射波理论,研究了低应变反射波法桩身缺陷动测问题,对砂土中桩身缺陷进行量化分析研究,并论证缺陷桩量化分析的合理性,同时指出影响缺陷桩量化分析的因素。
According to low strain back wave theory,the pile foundation defect dynamic test problem with low strain back wave method was studied,the sandy pile foundation defect was analyzed and studied quantitatively,and the rationality of defect quantization analysis was demonstrated,the influences factors of defect pile quantization analysis were pointed at the same time.
出处
《山西建筑》
2010年第7期101-102,共2页
Shanxi Architecture
关键词
反射波法
桩身缺陷
量化分析
back wave method
pile foundation defect
quantization analysis
