摘要
针对目前边坡高度不断增高的趋势,结合拟建的某新基地工程实例,采用毕肖普法分别进行边坡在静力、单向地震力和双向地震力条件下的抗震稳定性分析。通过本项目的研究,研究成果给出边坡安全系数与坡高的关系,对实际工程具有一定的指导意义。
Against the trend of increasing embankment slope,the slope stability in the static,one-direction seismic and bi-direction seismic condition was analyzed by Bishop method.It is analyzed and discussed by a practical engineering example.The research of relationship between safety factor and slope height has guiding significance and reference value for the practice construction project.
出处
《贵州大学学报（自然科学版）》
2011年第4期106-109,共4页
Journal of Guizhou University:Natural Sciences
关键词
地震
安全系数
坡高
稳定分析
seismic
safety factor
slope height
stability analysis
