芯吸土工织物-泥岩混合土路基排水效果模拟研究  

Simulation Study on Drainage Effect of Wicked Geotextile-Mudstone Mixed Soil Subgrade

作　　者：苏兴茂 高文禄 孙显奎 林闯 Su Xingmao;Gao Wenlu;Sun Xiankui;Lin Chuang(College of Transportation Science and Engineering,Harbin Institute of Technology,Harbin 150090,China;Changchun Runde Investment Group Co.,Ltd.,Changchun 130000,China;Changchun Jianye Group Co.,Ltd.,Changchun 130000,China)

机构地区：[1]哈尔滨工业大学交通科学与工程学院,黑龙江哈尔滨150090 [2]长春润德投资集团有限公司,吉林长春130000 [3]长春建业集团股份有限公司,吉林长春130000

出　　处：《市政技术》2024年第8期72-77,共6页Journal of Municipal Technology

基　　金：吉林省交通运输科技项目(科研类)(2021-4);抚长高速公路建筑垃圾路基填料处理措施及应用技术研究(MH20221251)。

摘　　要：通过数值模拟定量研究了芯吸土工织物-泥岩混合土路基的排水效果,提出了具有最佳排水效果时的芯吸土工织物基质吸力和边坡植被吸力。研究结果表明:芯吸土工织物可以有效降低泥岩混合土路基体积含水率;随着芯吸土工织物基质吸力和边坡植被吸力的增加,路基排水效果逐渐增强。相关结论有助于指导泥岩地区基础工程的建设。The drainage effect of wicked geotextile-mudstone mixed soil subgrade was quantitatively studied by numerical simulation.The matrix suction of wicking geotextiles and suction of slope vegetation were proposed with the best drainage effect.The results show that wicked geotextiles can significantly reduce the volumetric moisture content of mudstone mixed soil subgrade;With the increase of wicked geotextile matrix suction and slope vegetation suction,the drainage effect of the subgrade is gradually enhanced.The relevant conclusions are helpful to guide the construction of foundation engineering in mudstone areas.

关 键 词：路基 泥岩混合土 芯吸土工织物 排水效果 

分 类 号：U416.1[交通运输工程—道路与铁道工程]