摘要
钻孔灌注桩的完整性检测,有其自身的特点。而常用的低应变法本身也有其局限性,对于缺陷的类型(如缩径、离析、夹泥等)无法进行明确的判别,通过一个工程实例结合钻芯法做进一步的检测,以确定桩身的完整性等级,取得较好效果。
the integrity detection of cast-in-place bored pile has its own characteristics, and the low strain method is often used,however,it' is limited in distinguishing the type ( including reducing diameter, segregation, infiltrated mud and son on) of defect clearly. In the paper, starting from a case study, the authors detect the pile with core drilling method to determine the integrity level of piles, which finally effects well.
出处
《资源环境与工程》
2009年第2期134-137,共4页
Resources Environment & Engineering
关键词
低应变
钻芯法
钻孔灌注桩
完整性
low strain
core drilling method
cast-in-place bored pile
integrity