CAJ | 학술논문

以彭家湾软硬互层边坡为例，通过对监测数据的分析，说明边坡的现状。利用监测数据，对未来边坡的变形进行预测，在此基础上对其稳定性进行初步评价。利用斋藤模型对边坡的长期稳定进行了分析。通过这手段建立一套软硬互层型边坡变形监测、预测及长期稳定性分析的方法。通过以上方法对彭家湾软硬互层变形的现状，未来和长期稳定性进行了研究得出的结论为：彭家湾软硬互层边坡的现状稳定，未来一定时期内也是稳定的，并且长期稳定性良好。
이팽가만연경호층변파위례，통과대감측수거적분석，설명변파적현상。이용감측수거，대미래변파적변형진행예측，재차기출상대기은정성진행초보평개。이용재등모형대변파적장기은정진행료분석。통과저수단건립일투연경호층형변파변형감측、예측급장기은정성분석적방법。통과이상방법대팽가만연경호층변형적현상，미래화장기은정성진행료연구득출적결론위：팽가만연경호층변파적현상은정，미래일정시기내야시은정적，병차장기은정성량호。
This paper examples pengjiawan slopes with interbeddings of soft and hard rocks ,through analyzing the monitoring data ,illustrates the present situation of the slope .Then using the monitoring data ,the deformation of the future slope is predicted ,and on this basis the stability of the future slope is evaluted preliminarily .Finally using saito model the long-term stability of the slope is analyzed .By this means to a set of method of deformation monitor ,deformation forecast and long-term stability studies of slopes with interbeddings of soft and hard rocks is established .Through studying the Pengjiawan slope’s deformation present and future and long-term stability by the above method ,the conclusions are :the situation of Pengjiawan slope with interbeddings of soft and hard rocks is stable in the present and a certain period of time in the future ,and the long-term stability is good .