摘要
该文通过对同一工程的基桩竖向抗压承载力的高应变法测试及静载荷试验测试结果的对比分析,得出了高应变动测在PHC管桩竖向抗压承载力检测中的可靠性。
This paper presents the analysis of the vertical bearing capacity of foundation pile of high-strain dynamic testing and static load testing result,pointing out the reliability of high-strain dynamic testing in testing the capacity of PHC piles.
出处
《科技创新导报》
2013年第3期118-119,共2页
Science and Technology Innovation Herald
