泵站深基础设计方案的选择

对于某具体工程,基础设计采取什么样的方案,要针对具体地质情况以及工程的特点进行分析比较后确定。因此本文以前人对地基处理方案的研究为基础,提出利用柔性长桩自身的水平承载力和竖向承载力以及柔性长桩弹性变位产生的水平抵抗力的方案可使抗滑稳定安全系数提高至1.2~2.7,地基承载力提高至230kPa。

Selection of deep foundation of pumping station design solutions

For a specific project,what kind of the foundation design should be decided based on after the spe-cific characteristics of the geological conditions and post-project analysis and comparison.Therefore ,this paper studies foundation treatment programs used based on their proposed use levels of long flexible pile bearing ca-pacity and long vertical pile bearing capacity and a flexible elastic displacement resistance levels generated programs can improve the safety factor of stability against sliding from 1.2 to 2.7 ,the foundation bearing ca-pacity increased to 230kPa.