摘要
分析了用磨细生石灰处理高含水量土的原理和依据；介绍了在工期紧、路基填料含水量偏大的情况下，利用磨细生石灰降低土含水量的施工方法和注意事项。
The principle and basis of high water capacity soil roadbed with fined quick lime are analyzed. The construction method and matters needing attention of water capacity decrease with fined quick lime under the condition of short time limit and high water capacity are introduced.
出处
《石家庄铁道大学学报（自然科学版）》
1998年第S1期56-59,共4页
Journal of Shijiazhuang Tiedao University(Natural Science Edition)
关键词
路基
生石灰
高含水量土
roadbed
quick lime
high water capacity soil
