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ANALYSIS OF THE FROST HEAVING CHARACTERISTICS OF CARBONATE-SALINE SOIL IN WESTERN JILIN PROVINCE, CHINA

机译:吉林省西部碳酸盐土壤冻胀特征分析

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A large area of carbonate-saline soil is distributed in western Jilin Province. To effectively prevent and treat the frost heaving damage of engineering structures, this paper studied the frost heaving characteristics of carbonate-saline soil in western Jilin Province, where such phenomena as frost heaving of roadbeds as well as cracking and damaging of headrace channels have become increasingly severe. With carbonate-saline soil obtained from different sampling points and depths in the Daan and Sanzhi-gou areas of Jilin Province as the research object, the influences of temperature, moisture content, compaction degree and salt content on the frost heaving characteristics of soil samples were studied and analysed through laboratory frost heaving tests. The results showed that the frost heaving ratio of the soil samples, which had little differences in similar properties, increased with an increase in moisture content, salt content and compaction degree generally, and soil samples with a higher salt content had the best frost heaving compaction degree. Influences of temperature on the frost heaving ratio were related to the salt content, where the freezing point of a soil sample with a high salt content was lower and the unfrozen-moisture content was higher. Moreover, there was no obvious temperature interval with constantly changing frost heaving deformation. The frost action lasted longer, ice crystals and salt crystals developed sufficiently and the ultimate frost heaving ratio reached a higher value. Soil samples from the Daan area have the characteristics of high clay content, large specific area, strong water holding capacity, low freezing point and long duration of frost action, and the ultimate frost heaving ratio of these soil samples was higher than those of the San-zhigou area. Considering the synthetic effects from internal and external causes, a comprehensive study is carried out for the frost heaving properties of carbonate-saline soil in different areas combined with soil properties and external factors.
机译:吉林省西部分布着大片碳酸盐盐土。为了有效地预防和处理工程结构的冻胀破坏,研究了吉林省西部碳酸盐岩盐土的冻胀特性,路基冻胀,头枕通道开裂破坏等现象日益增多。严重。以吉林省大安,三枝沟地区不同采样点和深度采集的碳酸盐土壤为研究对象,温度,含水量,压实度和盐分含量对土壤样品冻胀特性的影响为:通过实验室的冻胀试验进行了研究和分析。结果表明,相似性状差异不大的土壤样品冻胀率一般随含水量,盐分含量和压实度的增加而增加,而盐分较高的土壤冻胀率最好。度。温度对冻胀率的影响与含盐量有关,含盐量高的土壤样品的凝固点较低,而未冻水含量较高。而且,没有明显的温度区间,霜冻变形不断变化。霜冻作用持续的时间更长,冰晶和盐晶充分发育,最终的冻胀率达到更高的值。大安地区的土壤样品具有粘土含量高,比表面积大,持水能力强,冰点低,霜冻作用持续时间长的特点,这些土壤样品的最终冻胀率高于三安地区。 -治沟地区。考虑到内部和外部原因的综合影响,结合土壤性质和外部因素,对不同地区碳酸盐土壤的冻胀特性进行了综合研究。

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