摘要
依照重力式挡土墙双重控制设计法的设计原理,使抗滑安全系数为给定值,以此计算抗滑所需之总重力,根据地基承载力设计值计算基础底面面积,根据恒定的断面面积,计算墙面坡度。按本文设计挡土墙,方法简便、迅速,计算结果安全、经济。
According to the theory of double controlling design method, the gross gravity required for resisting sliding is calculated at given value of antiskid safe coefficento The base area of foundation is calculated from the base supporting force and then the slopes of wall are calculated.The method is quick and simple. The result is economical and safe.
出处
《西安矿业学院学报》
北大核心
1993年第2期130-136,共7页
Journal of Xi'an University of Science & Technology
