Rayleigh波对浅地表地基震害的影响  

Effect of Rayleigh Wave on Foundation Liquefaction at Shallow Depths

作　　者：崔杰[1] 张为[1] 张建国[2] 

机构地区：[1]广州大学工程抗震研究中心 [2]云南省地震局,昆明650224

出　　处：《华南地震》2008年第2期10-18,共9页South China Journal of Seismology

基　　金：科技支撑项目(2006BAC13B03);云南省科技计划项目(2007CA002)

摘　　要：基于场地砂土液化的宏观现场证据和简要分析,指出Rayleigh波对距震中中远距离的浅层饱和土层的砂土液化有着很大的影响。通过单相和双相介质模型分析,阐述了Rayleigh波在土中传播的特性以及对土壤液化的影响,指出在浅源地震中Rayleigh波将是中远场地区土壤液化的主要动力影响因素,提出了一些在分析土壤液化时应考虑的新因素和方法。最后提出了在考虑Rayleigh波对土壤液化评判和小区划时应注意的一些问题。In this paper, research results obtained from some macroscopic evidences gained in actual earthquake field investigations and a preliminary theoretical analysis are briefly introduced first. It is pointed out that Rayleigh waves should be an essential cause of liquefaction for those fields beyond epicentral regions and having saturated sand deposits at shallow depths. By using single and two phase medium models, the characteristics of Rayleigh wave propagation and its effects on the sand liquefaction are analyzed, and further works to be done are also suggested to aim at the development of a new comprehensive method of evaluating the liquefaction potential. Finally a preliminary guideline for microzonation of liquefaction on the basis of Rayleigh wave field survey and analysis is presentecd.

关 键 词：RAYLEIGH波 土壤液化 震害 

分 类 号：P315.9[天文地球—地震学]