摘要
对三渣基层裂缝的成因机理及外部因素影响进行了初步研究。阐明要减少或消除三渣基层裂缝的发生 ,应从修正混合料配合比、改善骨灰比、调整内部结构减低二灰含水量等因素入手 ,同时对三渣基层下土路基填挖、河浜、鱼塘。
Initial studies are made on the mechanism of crack formation in the lime flyash concrete base, and external factors. It is stated that to reduce or eliminate such cracks it is necessary to improve the mix ratio of the mixture, adjust the internal structure to lower the water content of lime and flyash. Meanwhile the soil subbase shall be excavated and backfilled, not neglecting the quality of backfill
出处
《中国市政工程》
2002年第1期19-20,55,共3页
China Municipal Engineering
关键词
三渣基层
裂缝
硬化作用
碳化
悬浮结构
镶嵌结构
亲水性物质
含水量
路基
lime flyash concrete base
crack
hardening
carbonization
suspended structure
mosaic structure
hydrophilic substance
water content