首页 | 本学科首页   官方微博 | 高级检索  
     

多年冻土地区路堤热差异分析
引用本文:王铁行,窦明健. 多年冻土地区路堤热差异分析[J]. 煤田地质与勘探, 2004, 32(1): 45-47
作者姓名:王铁行  窦明健
作者单位:西安建筑科技大学,陕西,西安,710055;长安大学,陕西,西安,710064
基金项目:陕西省自然科学基金资金资助 (编号 :2 0 0 1c2 8)
摘    要:通过对实测和计算结果的分析,揭示出冻土路堤中存在显著的横向热差异问题,指出了路基中的横向热差异是由各边界因素的横向差异引起的,路基阴坡面和阳坡面吸收热量的差异使阴坡面下冻土层厚度大于阳坡面。还分析了横向热差异对路基稳定性的影响。 

关 键 词:冻土  路基  温度
文章编号:1001-1986(2004)01-0045-03
收稿时间:2003-05-07
修稿时间:2003-05-07

Analysis on transverse thermal difference of embankment in permafrost region
WANG Tie-hang ,DOU Ming-jian. Analysis on transverse thermal difference of embankment in permafrost region[J]. Coal Geology & Exploration, 2004, 32(1): 45-47
Authors:WANG Tie-hang   DOU Ming-jian
Affiliation:1. Xi'an University of Architecture and Technology, Xi'an 710055, China;2. Chang'an University, Xi'an 710064, China
Abstract:After analyzing the test and calculated data,it is pointed that obvious transverse thermal difference occurs in the frozen-soil embankment,and the transverse thermal difference is resulted from the transverse difference of the external factors and the surface material properties.Then the heat absorbing difference between the sunny slope and the shady slope of the embankment is proved into,it is indicated that the thickness of frozen soil under shady slope is greater than sunny slope. The paper suggests that transverse difference of external factors should be fully taken into consideration in engineering design.
Keywords:frozen soil  embankment  temperature
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《煤田地质与勘探》浏览原始摘要信息
点击此处可从《煤田地质与勘探》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号