摘要
通过公式和算例对斜坡地形影响原状土上拔基础的相关因素进行分析,提出三种有效提高原状土极限抗拔承载力的方法,以供今后相关方面的设计参考。
The factors analyzed by pulling on the basis of formulas and numerical examples undisturbed soil effects on slope terrain, proposed three effectively improve the undisturbed soil ultimate uplift capacity approach to the relevant aspects of the design for future reference.
出处
《科技与创新》
2014年第5期37-38,共2页
Science and Technology & Innovation
关键词
斜坡地形
原状土上拔基础
抗拔承载力
设计分析
slope terrain
pull on the basis of undisturbed soil
uplift capacity
design analysis
