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。

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This paper deals with simplified calculation method of the bearing capacity and internal stresses of pier foundation 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。

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By analysing the bearing condition of pier cap and foundation beam (tie beam), this article gives the design approach of pier cap and foundation beam (tie beam).

通过分析墩帽及基础梁(拉梁)的受力状态，提出了墩帽及基础梁(拉梁)的设计方法。

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