CAJ | 학술논문

在垃圾填埋场的设计和扩建阶段，二维动力稳定性分析不一定能够合理反映填埋场的稳定现状。采用三维稳定分析方法，考虑地震作用下填埋场不同高宽比、水平和竖向地震系数对其稳定性的影响，结果表明不同高宽比和水平地震系数对于填埋稳定性具有较大影响；在此基础上将三维动力稳定分析结果与二维分析做比较。该方法对于填埋场的抗震分析具有一定的参考价值。
재랄급전매장적설계화확건계단，이유동력은정성분석불일정능구합리반영전매장적은정현상。채용삼유은정분석방법，고필지진작용하전매장불동고관비、수평화수향지진계수대기은정성적영향，결과표명불동고관비화수평지진계수대우전매은정성구유교대영향；재차기출상장삼유동력은정분석결과여이유분석주비교。해방법대우전매장적항진분석구유일정적삼고개치。
Forlandfill stability design,the 2-dimensional method is convenient and simple,but it does not consider the effects of the landfill’s geometry that may contribute to an instability fail-ure.In this study,for the first time,a 3D seismic stability analysis method for landfills under earthquake loading is proposed.This was achieved by dividing the landfill into two zones called the maximum horizontal and maximum vertical lengths along the liner itself and analyzing the overall slip failure along the liner system.The method is based on the assumptions as follows:(1)the en-tire landfill slip is along the liner system,(2)because of the restrictions of surrounding bedrock, the entrance of the landfill is considered to be the main slip direction,thus assuming that the angle between axis and the shear stress at the bottom of the landfill is fixed,(3)the friction between the lateral zone interfaces is ignored (4)pressure applied at the base is concentrated at the center of the bottom surface.Through the 3D stability analysis method,considering the effects of horizontal and vertical seismic coefficients,a factor of safety (F s )is established.Based on this method,the re-lationships among the height to width ratio,shear strength of the liner system,horizontal seismic coefficient,vertical seismic coefficient,and F s are studied and discussed.The height to width ratio and horizontal seismic coefficient are shown to have an important effect on F s .In addition,when the horizontal seismic coefficient is fixed,F s decreases with an increasing height to width ratio. With a height to width ratio between 1 and 10,F s decreases faster.However,when the ratio is greater than 10,the rate of the decrease of F s becomes smaller.When the ratio is greater than 1 000,the curve is nearly linear,and F s can be considered unchanged.Although the height to width ratio is an important factor affecting the stability of the landfill,this effect is reduced when the horizontal seismic coefficient become large.Thus,during landfill stability analysis,the selection of an appropriate analysis method according to the specific geological environment is important.In addition,the horizontal seismic coefficient is an important factor that affects the stability of the landfill.When the height to width ratio is fixed,F s of the landfill decreases continuously as the horizontal seismic coefficient gradually increases from 0 to 0.3.Compared with the horizontal seis-mic coefficient,the effect of the vertical seismic coefficient is small and can be neglected for stabil-ity analysis.By comparing the results from 2D and 3D seismic stability analyses,the 2D method is found to greatly underestimate the stability of the landfill,whereas the 3D method is found to be more realistic.The 2D method will accurately reflect the stability of the landfill only in the case of a large height to width ratio.The 3D seismic stability analysis method established in this study is a valuable tool for landfill design.