期刊文献+

环境温湿度对新型导水土工布吸排水性能的影响

Impact of Environmental Temperature and Humidity on Water Absorption and Drainage Performance of New Type of Conductive Geotextile
下载PDF
导出
摘要 以新型导水土工布为研究对象,采用高低温湿热交换试验箱进行室内试验,控制温度在5、10、20℃,湿度为40%、50%、60%、70%和80%共15组温湿度组合工况,研究新型导水土工布总排水量、重力排水量以及蒸发排水量的变化规律。结果表明:与重力排水方式相比,蒸发排水是新型导水土工布主要的排水方式。新型导水土工布的峰值排水速率和稳定后的排水速率均优于普通土工布,其蒸发排水速率随蒸发时间逐渐减缓。新型导水土工布的吸排水量随温度的升高而增大,随湿度的升高显著减小。温度为5℃、湿度为40%时,新型导水土工布的排水效果最显著。 Taking the new type of conductive geotextile as the research object,indoor experiments were conducted using a high and low temperature moisture heat exchange test box.A total of 15 temperature and humidity conditions were controlled at 5,10,and 20℃,with humidity of 40%,50%,60%,70%,and 80%.The changes in total drainage,gravity drainage,and evaporation drainage of the new type of conductive geotextile were studied.The results indicate that compared to gravity drainage,evaporation drainage is the main drainage method for the new type of conductive geotextile.The peak drainage rate and stable drainage rate of the new conductive geotextile are better than those of ordinary geotextiles,and its evaporation drainage rate gradually slows down with evaporation time.The water absorption and drainage capacity of the new conductive geotextile increases with the increase of temperature,and significantly decreases with the increase of humidity.When the temperature is 5℃ and the humidity is 40%,the drainage effect of the new conductive geotextile is the most significant.
作者 闫宏业 李泰灃 蔡德钩 YAN Hongye;LI Taifeng;CAI Degou(Railway Engineering Research Institute,CARS,Beijing 100081,China)
出处 《铁道建筑》 北大核心 2023年第11期111-115,共5页 Railway Engineering
基金 国家重点研发计划(2022YFB2603305) 中国国家铁路集团有限公司科技研究开发计划(J2021G002) 中国铁道科学研究院集团有限公司基金(2021YJ071)。
关键词 铁路路基 新型导水土工布 室内试验 吸排水性能 温度 湿度 railway subgrade new type of conductive geotextile indoor testing absorption and drainage performance temperature humidity
  • 相关文献

参考文献3

二级参考文献20

  • 1李连生.沥青滑动封层在水泥混凝土路面结构层中的应用.[C]//第3届鲁粤路桥机械论坛论文集.北京:中国公路学会,2006:53-56.
  • 2JTG/T D32-2012,公路土工合成材料应用技术规范[S].
  • 3ZHANG J, LI V C. Influence of Supporting Base Characteristics on Shrinkage-induced Stresses in Concrete Pavements [ J ]. Journal of Transportation Engineering, 2002, 127 (6):455-462.
  • 4LEE S W. Behavior of Concrete Slab under Frictional Drag [J]. KSCE Journal of Civil Engineering, 2001, 5 (2) :141 - 145.
  • 5WESEVICH,J W, MCCULLOUGH B F, BUMS N H. Stabilized Subbase Friction Study for Concrete Pavements, Research Report 459 - 1 [ R]. Austin: The University of Texas, 1987.
  • 6LI Si-li, TIAN Bo, NIU Kai-min, et al. Experimental Study on Charaeteristies of Base Friction for Conerete Pavement Structure in China [ J].Transportation Researeh Record, 2013, 2367 : 107 - 112.
  • 7杜彤,王春龙.浅谈土工布在道路工程中的应用[J].内蒙古科技与经济,2007(12X):98-99. 被引量:3
  • 8农定立,邓敬源.浅析土工合成材料在广西膨胀土路堤处治中的应用[J].广西城镇建设,2008(6):97-98. 被引量:4
  • 9姚佳良,袁剑波,张起森,吴羡,晁德志.蜡制养护剂的隔离机理与效果研究[J].中国公路学报,2009,22(6):47-52. 被引量:12
  • 10苗青纯,杨宏建.土工布在水利工程中的应用与实例[J].黑龙江水利科技,2010,38(3):227-228. 被引量:8

共引文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部