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朱志铎, 彭宇一, 张文超, 魏仁杰. 高等级公路粉土路基毛细水处治的试验研究[J]. 岩土工程学报, 2011, 33(zk1): 45-48.
引用本文: 朱志铎, 彭宇一, 张文超, 魏仁杰. 高等级公路粉土路基毛细水处治的试验研究[J]. 岩土工程学报, 2011, 33(zk1): 45-48.
ZHU Zhi-duo, PENG Yu-yi, ZHANG Wen-chao, WEI Ren-jie. Experimental study on capillary water in silty subgrade of highway[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 45-48.
Citation: ZHU Zhi-duo, PENG Yu-yi, ZHANG Wen-chao, WEI Ren-jie. Experimental study on capillary water in silty subgrade of highway[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 45-48.

高等级公路粉土路基毛细水处治的试验研究

Experimental study on capillary water in silty subgrade of highway

  • 摘要: 在高等级公路粉土路基中,毛细水的上升导致路基土体强度降低,从而影响到路面结构的耐久性和使用性,因此控制毛细水影响应是粉土路基处治的关键。采用模型试验和现场试验对固化法、土工织物隔离法、缓冲层法处治粉土路基的效果进行研究。模型试验结果表明,石灰土(养护 45 d )加土工膜与碎石、粗砂垫层处治毛细水效果相当;现场测试结果表明,碎石垫层和粗砂垫层隔绝毛细水的效果较好,复合土工膜和 3 %水泥土垫层效果次之, 5 %石灰土垫层效果较差。综合考虑模型试验和现场试验结果,结合工程实际,推荐采用石灰土加土工膜作为粉土路基毛细水处治方案,试验结果可作为工程设计的依据。

     

    Abstract: The capillary water can reduce the strength of the silty subgrade and affect the durability and usability of the pavement. The key of treating silty subgrade is to reduce and control the action of the capillary water. Three methods, solidification method, geotextile speration method and butter layer method, are applied for treating the silty subgrade by means of the capillary model test and the field test. The model test results reveal that the effect of the lime-soil cured for 45 days adding composite geomembrane is similar to that of the gravel cushion and coarse sand cushion. The field test results indicate that the effect of the gravel cushion and the coarse sand cushion isolating capillary water is better than that of the composite geomembrane and the 3% cement-soil cushion; and that of the 5% lime-soil is the worst. Based on the two test results and practical engineering, the method of lime-soil adding composite geomembrane is recommended to treat the capillary water in silty subgrade.These two tests results can be the basis of the engineering design.

     

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