摘要
本文叙述应用低应变估算桩基承载力的方法及应注意的问题,提出在一定条件下,采用低应变估算桩承载力是可信并可取的。
This paper narrates the method and problems that should be noticed in the assessment of the bearing capacity of pile foundations using low strains. It presents that under certain conditions , it is credible and desirable to use this method.
出处
《勘察科学技术》
1995年第4期62-64,共3页
Site Investigation Science and Technology
关键词
低应变
桩基
承载力
动力试桩
low strain
bearing capacity of pile foundations
