摘要
通过某试桩工程的现场施工与静载荷试验 ,阐述了扩底后注浆桩的施工工艺及静载荷试验结果 。
This paper presents the construction technique of expanded-base and post pressure grouting piles. Based on the static loading test results in situ, the mechanism of bearing capacity increasing is also analyzed.
出处
《太原理工大学学报》
CAS
2002年第2期210-213,共4页
Journal of Taiyuan University of Technology