城市垃圾填埋场地震稳定分析及永久位移计算  

STABILITY AND PERMANENT DISPLACEMENTS ANALYSIS OF WASTELAND DURING EARTHQUAKES

作　　者：柯瀚[1] 陈云敏[1] 凌道盛[1] 温振统[1] 

机构地区：[1]浙江大学岩土工程研究所,中国杭州310027

出　　处：《地震学报》2001年第2期204-212,共9页Acta Seismologica Sinica

基　　金：国家自然科学基金! ( 596780 2 0 );浙江省自然科学基金! ( RC960 9)资助项目

摘　　要：根据城市生活垃圾室内外试验结果 ,提出了确定浸润线自由面的方法 .通过静力和动力有限元计算 ,对某填埋场边坡进行稳定分析 ,给出了在地震过程中每一小时段的稳定安全系数 .结果表明 ,在地震过程中 ,最危险滑动面的位置比较稳定 ;在此基础上 ,对 Newmark方法进行了改进 ,使之建立在比较“精确”的基础上 ,得到了填埋场在地震作用下的永久位移 ,对填埋场的抗震设计具有重要的指导意义 .WT5BZ]According to the results of experiments on the municipal solid waste (MSW), a series of formula are deduced to calculate the leachate free faced headline curve. By means of static and dynamic FEM, the stability of a wasteland during earthquakes is analyzed. It is demonstrated that the positions of the most dangerous sliding surfaces during earthquakes are fairly stable. Based on the above findings, this paper developed the Newmark method by increasing the precision to reckon the permanent deformation of wastelands during earthquakes. The method presented in the paper is not only of great importance to instruct the anti seismic design of wasteland, but also valuable to the design of ordinary dams and embankments.

关 键 词：填埋场 永久位移 有限元法 边坡 地震作用 稳定性 

分 类 号：P315.9[天文地球—地震学]