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铺设方式对新型土工织物排水效率影响的试验研究

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新型土工织物是一种排水效率较高的土工材料,相比传统土工织物,能将路基内的水分更高效率、更大程度地排出.目前关于这种新型土工织物的排水机理已有一定研究,但关于其铺设方式对排水效率的影响还缺乏系统研究.鉴于此,基于新型土工织物的编织结构、排水方式和墨水消散试验,通过在砂土中铺设一层土工织物,开展不同铺设方式下的排水对比试验,研究新型土工织物不同铺设方式对排水量、砂土湿润锋,砂土含水率(体积、质量)的影响规律.研究结果表明:新型土工织物水平+垂直向上铺设、新型土工织物水平+垂直向下铺设、传统土工织物水平+垂直向下铺设收集到的水量分别较砂土自由排水多12.23%、10.41%和5.97%;新型土工织物排水效率受铺设方式的影响,新型土工织物水平+垂直向上铺设排水效率最大;新型土工织物水平+垂直向上铺设时,不仅增加了排水路径,还扩大了排水影响范围,使砂土形成一定的湿度差,产生的吸力差能驱使水分迁移,加之新型土工织物的毛细作用,更多的水分被导出;砂土自由排水时,自由水沿孔隙排出,砂土中铺设传统土工织物,虽增加了排水路径,加速了排水效率,但其是憎水材料,在非饱和环境下排水效率低.研究成果可为新型土工织物处治路基病害的设计、施工提供参考.
Experimental study of the influence of laying method on the drainage performance of a new geotextile
The new geotextile is a type of geomaterial with high drainage performance,which can drain water from the subgrade more efficiently and completely than traditional geotextiles.At present,although the drainage mechanism of this new geotextile has been studied,the influence of the laying method on the drainage performance of the geotextile has not been systematically studied.In view of this,based on the weave structure of the new geotextile,the drainage mode and the ink dissipation tests,and by laying a layer of geotextile in sand,the comparative drainage tests were carried out under different laying methods.Then the influence of different laying methods of the geotextile on the cumulative amount of water,the wetting front and the moisture content(both volumetric and gravimetric)were evaluated.The results show that the cumulative amount of water for the new geotextile,when laid horizontally and vertically upwards,the new geotextile laid horizontally and vertically downwards,and the traditional geotextile laid horizontally and vertically downwards is 12.23%,10.41%and 5.97%higher than that of sand-free drainage,respectively.The drainage performance of the new geotextile is influenced by its laying method,the best drainage performance is achieved when the new geotextile is laid in a horizontal and vertical upward direction.When the new geotextile is laid horizontally and vertically upwards,it not only increases the drainage path,but also expands the drainage influence area,so that a certain moisture difference of sand is formed,and then the resulting suction difference could drive the water migration,coupled with the capillary action of the new geotextile,more water would be exported.When the sand drains freely,the water would be discharged along the pore.When the traditional geotextile is embedded in sand,although it increases the drainage path and accelerates the drainage efficiency,it is a water-repellent material and has low drainage performance in an unsaturated environment.The research results could provide a reference for the design and construction for this geotextile to deal with subgrade problems.

new geotextilelaying methoddrainage performancecumulative amount of waterwetting frontmoisture content

郭一鹏、张雄、聂如松、林闯、陈洁金、张永杰

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长沙理工大学 土木工程学院,湖南 长沙 410114

高速铁路建造技术国家工程研究中心,湖南 长沙 410075

密苏里科技大学,密苏里 罗拉 65409

中南大学 土木工程学院,湖南 长沙 410075

哈尔滨工业大学 交通科学与工程学院,黑龙江 哈尔滨 150090

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新型土工织物 铺设方式 排水效率 排水量 湿润锋 含水率

国家自然科学基金国家自然科学基金国家自然科学基金湖南省自然科学基金湖南省自然科学基金国家工程实验室开放基金高速铁路建造技术项目长沙理工大学重点学科创新项目湖南省交通科技项目

5200803852178416520040362021JJ405792021JJ40572HSR20190516ZDXK08201917

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(4)
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