CAJ | 학술논문

　　针对南京某边坡工程实例，对土质边坡的稳定性分析与加固方案设计进行了研究。利用基于有限元强度折减法基础上的MIDAS／GTS软件进行边坡稳定性分析，同时对锚索抗滑桩与格构梁锚杆联合支护方案建立三维有限元模型进行模拟计算，并对桩身内力、位移及支护后整体边坡的稳定性等计算结果分析，验证了在保证安全性前提下，达到经济性的优化效果；最后对边坡加固方案设计进行了总结，得出一些有意义的结论，对类似工程有一定的借鉴作用。
　　침대남경모변파공정실례，대토질변파적은정성분석여가고방안설계진행료연구。이용기우유한원강도절감법기출상적MIDAS／GTS연건진행변파은정성분석，동시대묘색항활장여격구량묘간연합지호방안건립삼유유한원모형진행모의계산，병대장신내력、위이급지호후정체변파적은정성등계산결과분석，험증료재보증안전성전제하，체도경제성적우화효과；최후대변파가고방안설계진행료총결，득출일사유의의적결론，대유사공정유일정적차감작용。
Aimed at a slope engineering in Nanjing , it mainly studied the stability analysis and reinforce-ment schemes design on soil slope .Using the MIDAS/GTS software which was based on the strength re-duction finite element method, the slope stability is analyzed, three dimensional finite element model is established and simulated for anchor anti-slide piles combined with framed beams anchor supporting schemes, and the results are analyzed for pile internal force , displacement and the overall slope stability , then it verifies that the way to optimize the supporting scheme was effective and reasonable on the premise of assuring the safety.Finally, the reinforcement design scheme of slope is summarized and some mean-ingful conclusions are obtained , and it has reference for similar engineerings to a certain extent .