摘要
针对现行规范把压实系数作为对灰土质量验收的指标,通过工程实例分析不宜用压实系数作为灰土质量控制指标的原因,提出了应适当降低压实系数并将其仅作为施工过程控制参考依据的建议。
In view of the question compaction coefficient used as quality acceptance standard of lime soil in present code, through construction example the reasons caused unsuitable use of compaction coefficient as quality control standards are analyzed, at the same time suggestion is proposed to relatively reduce compaction coefficient and just use as references for construction procedure control.
出处
《山西建筑》
2010年第8期102-103,共2页
Shanxi Architecture
关键词
灰土质量
压实系数
验收指标
lime soil quality, compaction coefficient, acceptance standard