摘要
介绍东莞市虎门镇某岩质高边坡的支护设计方案,该边坡坡体裂隙发育且邻近建筑物,采用有限元强度折减法并运用MIDASGTS软件建立二维模型进行计算分析,结果表明其稳定性满足要求,同时根据计算结果给出结论及建议,供同行参考。
This paper describes the protection design of one high rock slope in Humen of Dongguan,as well as the slope of characteristics: a high slope,slope fractured,adjacent buildings. Then based on the law of strength reduction of finite element,using the software MIDAS/GTS to establish two-dimensional model,the stability of the slope is calculated and analyzed,the results show that the slope is stable. And according to the calculated results,conclusions and recommendations are given,hoping that could provide some reference to engineers.
出处
《广东土木与建筑》
2009年第11期12-14,共3页
Guangdong Architecture Civil Engineering
关键词
岩质高边坡
有限元强度折减法
安全系数
稳定性评价
high rock slope
law of strength raduetion of finite element
safety factor
stability evalution