摘要
讨论在低温条件下石灰稳定土强度的形成机理,结合工程试验测定不同配合比下强度所能达到规范要求的临界温度,可确定在低温条件下工程施工的具体措施。
By discussing the formation mechanism of limestone soil in low-temperature condition and testing the critical temperature which corresponds to the strength achieving standard＇s requirements in different mix proportion combining with engineering, the practical specific measures in low temper- ature are determined.
出处
《交通标准化》
2009年第13期230-231,共2页
Communications Standardization
关键词
低温
石灰土
抗压强度
临界温度
施工措施
low temperature
limestone soil
compressive strength
critical temperature
construction measures
