摘要
介绍了高应变、低应变动测在工程实践中应用的体会 ,探讨两种动测方法各自的优点、局限性及适用范围。
Based on the author's engineering practice, some views on high strain dynamic test and low strain dynamic test of piles are presented. The merits, the limitations and the applicable ranges of high strain dynamic tests (CASE method and pile equation analysis program method) and low strain dynamic test (reflection wave method) of piles are discussed.
出处
《矿产勘查》
2000年第8期18-20,46,共4页
Mineral Exploration
关键词
桩基础
动测
应力波
土模型
pile foundation, dynamic test, stress wave, soil theoretical model
