摘要
全长式抗滑桩作为一种抗滑结构形式,在治理滑坡工程中应用比较广泛。目前还没有关于双排全长式抗滑桩的合理设计计算方法,其重点和难点就是设桩位置的确定。由于传统设计方法的不足,目前关于这方面的研究还很少。文章利用遗传算法嵌套支持向量机的方法,通过全局寻优对双排全长式抗滑桩的设桩位置进行了研究。研究表明,这一方法能较准确地找到全长式抗滑桩设桩位置的最优方案,为工程设计提供依据。
Application of the full-length anti-slide pile as an anti-slide structure, in the treatment of landslide engineering is extensive. There is no reasonable design calculations for the double full-length anti-slide pile at present, the focus and difficulty in calculation is the determination of location-based pile. Due to the traditional design methods and there is a little studied in this field, this paper analyzes the location of double full-length antislide pile by global optimization and genetic nested algorithm supporting vector machine. Studies have shown that this method can more accurately find optimal solution for full-length anti-slide pile's location, to provide a basis for engineering design.
出处
《地下空间与工程学报》
CSCD
北大核心
2010年第2期358-363,共6页
Chinese Journal of Underground Space and Engineering
基金
四川省科技项目(科2008-9)
关键词
全长式抗滑桩
设桩位置
遗传算法
full-length anti-slide pile
pile location
genetic algorithm