CAJ | 학술논문

通过Plaxis有限元软件，应用其提供的Phi—c折减方法，对坝坡的稳定性进行分析。当坝坡失稳破坏，有限元计算将不收敛，用这种判断方法得到此时的折减系数作为坝坡稳定安全系数，同时得到滑裂面位置及动态失稳模拟。对计算结果的精度做了对比，与Bishop法和有限元软件Abaqus计算结果相差为2％-3％，计算结果在两者之间，证实了其准确性和工程实用性。
통과Plaxis유한원연건，응용기제공적Phi—c절감방법，대패파적은정성진행분석。당패파실은파배，유한원계산장불수렴，용저충판단방법득도차시적절감계수작위패파은정안전계수，동시득도활렬면위치급동태실은모의。대계산결과적정도주료대비，여Bishop법화유한원연건Abaqus계산결과상차위2％-3％，계산결과재량자지간，증실료기준학성화공정실용성。
Based on Plaxis, this article analysed the stability of homogenousslop bu using the meth- od named Phi - c offered by Plaxis. Using the numerical non - convergence of the program as the fail-ure criteria to get the reduction fator at this moment as the safety factor of the slope. Simultaneously, we can watch the dynamic simulation of the instability and the position of the sliding surface. The re-suits of this article have compared with other results by using other method of Bishop and Abaqus. The difference between them are no more than 3%. According to this comparation, the method talked in this article is accurate ＂and practicable in engineering.