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Influence of Moisture Content to the Freeze-thaw Performance of Roadbed in High-cold Areas

机译:水分含量对高寒地区路基冻融性能的影响

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Frost-heave and thaw-settlement of roadbed soil in highway will influence directly the durability, safe traffic flow and construction & maintenance costs in high-cold areas, therefore, recognizing and analysing the common embankment technologies of highway roadbed in high-cold areas accurately is significant to the effective controlling of project invest and the highway construction with limited funds in minority areas. The relations of Moisture Content and the freeze-thaw performances of roadbed fillers, subgrade soil were got respectively by experiments, and the results shows: Moisture Content has larger influence on the frost-heave and thaw-settlement performance of the soil. During the embankment of roadbed, the Moisture Content of fillers should be controlled nearby the optimum Moisture Content. The frost-heave and thaw-settlement occurs mainly in the subgrade soil, controlling the Moisture Content of subgrade soil is very important to improve the up-limit of frozen-soil, keep the stability of frozen-soil, control the thaw-settlement of roadbed and get rid of the roadbed diseases.
机译:高速公路上的霜冻和解冻落地路基土壤将直接影响高寒地区的耐用性,安全的交通流量和施工和维护成本,因此,准确认识到高寒地区公路路基公路的公共堤防技术对项目投资的有效控制和少数民族地区有限资金的有效控制是重要的。水分含量和路基填充物的冻融性能,分别通过实验进行了路基填料,结果表明:水分含量对土壤的冰霜和解冻性能影响较大。在路基的堤防期间,应在最佳水分含量附近控制填充剂的水分含量。霜冻和解冻沉降主要发生在路基土壤中,控制落地土壤的水分含量非常重要,以提高冻土的上限,保持冻土的稳定性,控制解冻结算路基并摆脱了路基疾病。

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