浸水粉土路基竖向稳定性模型试验研究
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山东大学自主创新基金(2012ZD032)


Model Test of Vertical Stability of Silt Subgrade after Soaking
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    摘要:

    针对黄河冲积平原区低矮粉土浸水路基进行足尺模型试验研究,主要研究了不同浸水条件下,粉土路基在分级循环荷载作用下的受力、竖向变形特性。研究证明:黄泛区粉土路基具有强烈的毛细现象和水敏特性;新建及浸水粉土路基中路床区附加应力值较大,后沿深度急剧减小;浸水路基强度衰减现象明显,超载作用下,弹、塑性变形显著,且变形值随着浸水水位的上升而不断增大;路基塑性变形易在饱水区积聚发生,该区域在低应力水平下亦会产生较大的塑性变形。

    Abstract:

    A full-scale model test was conducted on the low silt soaking subgrade of the alluvial flatlands flooded by the Yellow River. The test mainly studied the mechanical characteristics and vertical deformation of the silt subgrade under grade cyclic loading in different water immersion conditions. The test demonstrates that the silt subgrade has intense capillarity and water sensitive characteristics; the additional stress is large in the roadbed of the new and soaking silt subgrade, and it decreases sharply as the depth increases; the phenomenon of strength degradation is obvious in the soaking subgrade; the elastic and plastic deformation is large under overloading force and the deformation increases as the water immersion level ascending; The plastic deformation of the subgrade is easy to accumulate in water-saturated areas, where large plastic deformation still occurs in low stress level.

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管延华,庄培芝,李红超,赵志钦.浸水粉土路基竖向稳定性模型试验研究[J].土木与环境工程学报(中英文),2013,35(3):12-17. Guan Yanhua, Zhuang Peizhi, Li Hongchao, Zhao Zhiqin. Model Test of Vertical Stability of Silt Subgrade after Soaking[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2013,35(3):12-17.10.11835/j. issn.1674-4764.2013.03.003

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  • 在线发布日期: 2013-06-07
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