融沉系数在季冻区高速公路路基冻害研究中的应用

在季节冻土地区, 防治路基冻害问题, 强调较多的往往是室内冻胀指标, 而对融沉指标考虑的较少. 根据2000-2002年对吉林省几条高速公路所做的路基冻害钻探调查和现场观测获得的资料, 对融沉系数与含水量和干容重的关系进行了统计分析, 举例说明了春季冻害调查和融沉系数资料在估计现场融沉和冻胀大小、分析路基冻害原因、评价筑路材料的抗冻性能等方面的应用.

Application of Thawing Settlement Coefficient to the Research on the Roadbed Frost Damage of Freeway in Seasonal Frost Region

In the seasonal frost regions, more attention is often paid to frost heave index in the aspect of prevention and cure of roadbed frost damage. Thawing settlement index is rare considered even not. Frost heave test is often used to forecast the heave of field soil. But the lab frost heave test result is difficult to be used to analyze the field condition owing to water migration. Besides water migration, complicated road structure and two\|dimension boundary condition often go against the application of lab frost heave test result. Therefore, lab frost heave index is not enough to analyze and estimate road frost damage. However, the thawing settlement sample is the field frozen soil sample whose freezing course is reliable. The damage of roadbed (for example, fissure, frost boiling, etc. ) is true. At the basis of above comprehension, according to the roadbed boring survey and field observation in several freeways in Jilin Province from 2000 to 2002, the relation between thawing settlement coefficient and water content, dry density and (\%W-W\-0)\% is statistically analyzed. Finally, examples are given, which are able to demonstrate that the spring roadbed boring survey data and thawing settlement coefficient can be used to estimate field thawing settlement amount and frost heave amount, to analyze the causes of roadbed frost damage and to evaluate frost resistance of road constructing material.