SUGGESTIONS TO IMPROVE PERFORMANCE OF HIGH CFRDS

机译：建议提高高CFRDS的性能

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Generalized design does not apply for all sites or all dam heights. Designers should adapt proven guidelines to specific site conditions. Design of past and moderately high CFRDs; with central single layer reinforcement, was acceptable and economical as slabs were not very thick, slab-compression was moderate, and the central reinforcement distributed heat of hydration tension cracks. This concept is still being used even for high dams/ thick slabs, by placing added emphasis on higher-degree of compaction.

机译：通用设计不适用于所有站点或所有坝高。设计者应根据特定的现场条件调整经过验证的指南。过去和未来的设计 CFRDs中等偏高;中央单层增强，是可以接受的，经济的，因为平板不是很厚，平板压缩适中，并且中央钢筋散布的水化热使水化裂纹产生裂缝。这个概念是甚至通过将重点放在更高的压实度。

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《International congress on large dams;International Commission on Large Dams》|2012年|228-242|共15页
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Palmi JOHANNESSON;
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SUGGESTIONS TO IMPROVE PERFORMANCE OF HIGH CFRDS

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