CAJ | 학술논문

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。
대우모구체공정，기출설계채취십요양적방안，요침대구체지질정황이급공정적특점진행분석비교후학정。인차본문이전인대지기처리방안적연구위기출，제출이용유성장장자신적수평승재력화수향승재력이급유성장장탄성변위산생적수평저항력적방안가사항활은정안전계수제고지1.2~2.7，지기승재력제고지230kPa。
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.