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水分迁移对高山草甸区非冻结路基土的影响 被引量:1
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作者 孟屯良 魏进 +1 位作者 吴冠庆 黄璜 《科学技术与工程》 北大核心 2021年第8期3258-3264,共7页
高山草甸区域内道路冻胀、翻浆等病害大量发生,水分迁移是产生冻胀翻浆病害的主要原因。为了研究初始含水率、细颗粒含量及入流通量对非冻结路基土中水分迁移的影响。依托拉妥至芒康公路改建工程,进行室内试验。结果表明:当土体处于最... 高山草甸区域内道路冻胀、翻浆等病害大量发生,水分迁移是产生冻胀翻浆病害的主要原因。为了研究初始含水率、细颗粒含量及入流通量对非冻结路基土中水分迁移的影响。依托拉妥至芒康公路改建工程,进行室内试验。结果表明:当土体处于最佳含水率时,不同细颗粒含量的土样毛细水上升高度不同;在一定细颗粒含量范围内,土体总入流量及入流通量随细颗粒含量的增加而增大;当初始含水率为11%时,细颗粒含量为19%的土样总入流量随时间变化曲线表现为“S”形,而细颗粒含量为22%的土样却表现为拱形,说明土样总入流量随时间变化曲线随着细颗粒含量的增加,土样同样出现滞后现象。土体总入流量及入流通量与初始含水率成反比,总入流量随时间变化曲线由拱形变化为“S”形。结果表明高山草甸区的最低路基填筑高度控制在1.5 m以上,能有效防治路基冻胀翻浆。研究成果可对西藏高山草甸区公路建设与养护提供科学的依据和指导意义。 展开更多
关键词 高山草甸区 冻结路基 水分迁移 毛细水上升高度 初始含水率 细颗粒含量
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青藏铁路多年冻土区站场路基温度场试验研究 被引量:5
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作者 闵冬丽 魏庆朝 +2 位作者 王连俊 苏艺 孙增奎 《铁道工程学报》 EI 2004年第1期119-122,共4页
站场路基的宽度为单线普通路基宽度的两倍 ,结合青藏铁路试验工程观测的数据 ,分析了冻土区站场路基地温场以及多年冻土人为上限的特征 ,探讨了路基的冻结和融化过程的规律 ,阐述了多年冻土区路基的稳定性问题。
关键词 青藏铁路 多年冻土区 站场路基 温度场 人为上限 路基冻结 路基融化
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Simulating Experiment for Temperature Field of Frozen Subgrade Using RegulationTubes
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作者 LIUZhi-qiang MAWei +4 位作者 ZHOUGuo-qing NIUFu-jun WANGJian-zhou CHANGLi-wu ZHOUJin-sheng 《Journal of China University of Mining and Technology》 EI 2005年第1期21-25,共5页
The main factors that influence the temperature field of frozen subgrade were analyzed.The experimental equipment for simulating frozen subgrade was built up,and the declining regulating tubes were placed at the foot ... The main factors that influence the temperature field of frozen subgrade were analyzed.The experimental equipment for simulating frozen subgrade was built up,and the declining regulating tubes were placed at the foot of the embankment. By means of this equipment two simulating experiments of controlling temperature filed of frozen sub- grade were carried out in the laboratory.One method is to collect natural cold energy,and the other one is to collect natural cold energy ccompanied by artificial refrigeration simultaneously.The result indicates that the latter is an ef- fective method for maintaining the stability of the frozen subgrade. 展开更多
关键词 Qinghai-Tibet Railway frozen subgrade declining regulating tube temperature field simulating ex- periment
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Study on preventing frost heave methods for highway foundation in seasonal frozen area
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作者 Xin LI 《Global Geology》 2006年第2期197-198,共2页
In order to resolve the frost-heave problem of highway foundation,firstly,the author discussed the law to frost heave of highway roadbed and gave an analysis on its influencing factors,such as soil,water and temperatu... In order to resolve the frost-heave problem of highway foundation,firstly,the author discussed the law to frost heave of highway roadbed and gave an analysis on its influencing factors,such as soil,water and temperature.Meanwhile,sand clay and silt are given a classification according to frost heave ratio.Secondly,the roadbed frozen damage shows to frost heave and froze boiling based on the frost heave law and its influencing factors.In addition,taking some highway as an example and some principle suggestion was given through the theory on providing frostbite methods for highway foundation frost heave in seasonal frozen area.Specially,an effective method,STYROFOAM extruded polystyrene foam was introduced. 展开更多
关键词 frost heave seasonal frozen area highway foundation extruded polystyrene foam
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