摘要
由于水平荷载作用下桩土相互作用的复杂性,准确分析桩基水平承载力特性往往较为困难。基于某港口挡潮闸工程水平承载桩静载试验,对淤泥质地基中不同直径及桩长的灌注桩进行现场水平承载力试验。
It is difficult to accurately analyze the lateral bearing capability of pile foundation due to the complexity of pile-soil interaction under the lateral load. Based on the static test on the lateral bearing pile used in the tidal gate project of a port, the field test of the lateral bearing capacity has been done for the cast-in-place piles with different diameters and length driven into silt base.
出处
《港工技术》
2016年第4期90-93,共4页
Port Engineering Technology
关键词
灌注桩
静载试验
极限承载力
桩身弯矩
driven cast-in-place pile
static test
ultimate bearing capacity
flexural moment of pile body
