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低温条件下石灰稳定土施工技术研究
引用本文:杜延昭. 低温条件下石灰稳定土施工技术研究[J]. 交通标准化, 2009, 0(13): 230-231
作者姓名:杜延昭
作者单位:石家庄市公路管理处勘测设计队;
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。

关 键 词:低温  石灰土  抗压强度  临界温度  施工措施

Construction Technology of Limestone Soil in Low Temperature
DU Yan-zhao. Construction Technology of Limestone Soil in Low Temperature[J]. Communications Standardization, 2009, 0(13): 230-231
Authors:DU Yan-zhao
Affiliation:Survey & Design Team;Shijiazhuang Highway Management Office;Shijiazhuang 050061;China
Abstract:
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.
Keywords:low temperature  limestone soil  compressive strength  critical temperature  construction measures  
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