摘要
针对可能滑坡的地段利用最小二乘法进行了地层参数的反演和边坡稳定分析,从经济和技术比较,决定采用预应力锚索格构梁作为最终方案,在设计过程中,开发了系列MATLAB程序以便于更加快速、智能地对边坡整治进行设计。
This graduation project use the least squares procedure accomplish stratum layer parameter conversion slope stabilization analyse of the area which may coast. In view of economic and technically factor, choose the prestressed cable and trellis grider as the final repair scheme. In the course of design, the author develop a series of MATLAB programs, so it will repair the slope more efficient and more intelligent.
出处
《山西建筑》
2006年第4期122-123,共2页
Shanxi Architecture
关键词
参数反演
边坡稳定分析
预应力锚索
parameter conversion, slope stabilization analyse, the prestressed cable
