摘要
在进行隧道地震响应的数值模拟研究时,横向计算范围和人工边界等对计算结果有很大的影响。本文以黄草坪隧道为研究对象,应用有限差分程序FLAC3D对其进行地震响应的数值模拟研究,将横向计算范围分别取为隧道洞径的5倍、6倍、7倍、8倍、9倍和10倍,并分别采用FLAC3D中的截断边界、自由场地边界和粘性边界进行计算。研究结果表明,当地震波为P波时,横向计算范围取为洞径的7至8倍,人工边界采用自由场地边界或粘性边界是比较合理的。
In the mathematic modeling of the seismic resPonse of a tunnel, the lateral calculation range and artificial boundary have great influence on the result of calculation. With the Huangcaoping tunnel as the study objective, its seismic response is simulated using the finite difference procedure FLAC3D. The 5, 6, 7, 8, 9 and 10 times the diameter of the entrance of the tunnel are taken as the lateral calculation range respectively, and the cutting boundary, free-field boundary and viscous boundary in FLAC3D are used for the calculation. The results of the study indicate that it is relatively reasonable to take 7 - 8 times the diameter of the entrance of the tunnel as the lateral calculaiton range and the freefield boundary or viscous boundary as the artificial boundary when the seismic waves are P-waves.
出处
《地质力学学报》
CSCD
2007年第3期255-260,共6页
Journal of Geomechanics
基金
西部交通建设科技项目(编号:200431800029)
