From test, the relationship of cable free end, anchor pier, foundation deformation and cable creep with load is revealed and rational design force for anchorage cable is proved.
通过试验，掌握了锚索自由端、锚墩和基础变形以及锚索徐变度与荷载的关系，验证了锚索设计吨位的合理性。
2
This paper deals with simplified calculation method of the bearing capacity and internal stresses of pierfoundation in mountainous area with differentially weathered rock.
本文针对山区不均匀风化岩石中的墩基础进行分析，并提出了相应的单桩承载力及桩身内力简化计算方法。
3
The widened section, usually concrete, at the base or bottom of a foundation wall, pier or column.