摘要
路基冻胀、融沉是在青藏铁路经常遇到的现象,在盐渍土分布的冻区更为明显。运用TG-DSC技术对冻区盐渍土热特性进行分析并研究环境变化对冻土强度的影响,结果表明:易溶盐对盐渍土热特性有着重要影响,随含水率增大影响愈剧烈;冻结强度随着含水率的增大而增大,随冻结温度的降低而升高。所得结论对掌握青藏铁路盐渍土地区冻土工程冻胀、融沉特性有着指导意义。
The frost-heaving and thawing-settlement of roadbed are often met in Qinghai-Tibet Railway, especially in salty soil area. Thermal characteristics of salty soil are researched by TG-DSC technique. The results show that soluble salts have great influence on thermal characteristics of salty soil; water content gets higher, phenomena gets acuter. Freezing force depends on water content and freezing temperature; the more water content or the less temperature is, the more intensive of freezing force is. The conclusion has guiding significance for mastering the characteristics of frost heaving and thawing-settlement in salty soil area of Qinghai-Tibet Railway.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2009年第3期836-839,共4页
Rock and Soil Mechanics
基金
铁道部科技开发计划项目(No.2001G001-D-05)
关键词
青藏铁路
盐渍土
TG-DSC技术
热特性
冻结强度
Qinghai-Tibet Railway
salty soil
TG-DSC technique
thermal characteristics
freezing force