摘要
在桩基工程检测工作中,低应变反射波法和钻芯法被广泛应用。通过对2种检测方法进行了可靠性分析,总结了实际工作中存在的问题及影响检测结果的因素,指出了2种方法的优势和不足。在具体的工程检测中低应变反射波法可作为一种普测方法,钻芯法可作为一种详测方法,2者取长补短,以确保检测结果的准确性。
Low-strain reflected wave method and drilling core method are used widely when we check and test pier foundation. This article analyses the two methodsj dependability, summarizes problems in actual work and factors affecting checking result and it also points out the two methods＇ advantages and scarcities. In material engineering check and test ,low-strain reflected wave method can be used as an ordinary method and drilling core method a detailed one. The two methods learn from others＇s strong points to offset one＇s weakness in order to insure veracity of the result.
出处
《筑路机械与施工机械化》
北大核心
2006年第7期43-45,共3页
Road Machinery & Construction Mechanization
关键词
桩基检测
低应变反射波法
钻芯法
pier foundation＇s check and test
low-strain reflected wave method
drilling core method
