摘要
分析基桩反射波法检测中对桩长的校核和桩身砼强度等级的确定存在的问题.提出用超声波法测量桩头的速度来改进桩身波速的经验值.桩身砼的波速和砼的强度之间具有一定的相关性,而利用超声波法测定波速后可以得到砼的强度.工程实测表明,该方法可有效地应用于桩身长度的测定和桩身砼强度的确定.
Some defects in the measurement of length of a stake and in acquirement of strength grade of the concrete in a stake are discussed. It is brought forward that the accuracy of wave velocity of a stake can be improved by measuring the supersonic velocity of the head of it. According to the result of a practical measurement, this method can be effectively applied to practical engineering.
出处
《暨南大学学报(自然科学与医学版)》
CAS
CSCD
北大核心
2005年第1期127-129,共3页
Journal of Jinan University(Natural Science & Medicine Edition)
关键词
反射波法
超声波法
桩长
桩身砼强度等级
reflective wave method
supersonic method
length of a stake
strength grade of the concrete of a stake