摘要
本文系通过桩基的动刚度来求取单桩竖向容许承载力。文中讨论了影响试桩成果的诸因素,并用实测结果加以说明。还提出了排除这些影响的办法。
In this paper the allowable bearing capacity of a single pile obtained from the dynamic rigiclity is described. Some factors influencing the results of pile testing are discussed and explained by testing results. The ways to overcome the influencing factors have been suggested.
出处
《勘察科学技术》
1990年第1期63-64,57,共3页
Site Investigation Science and Technology