不同约束压力、含水量和动载频率下冲积淤泥砂临界动应力研究

Yukun Mao, Junsheng Yang, Yue Dai, Jiao Huang, Bingxu Chen
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引用次数: 0

摘要

随着工程建设的发展,冲积淤泥质砂被广泛应用于公路建设中,其力学性能也变得越来越重要。本文以实际工程中的冲积淤泥质砂为研究对象,通过基础试验获得其物理性质。通过室内动三轴试验研究了不同约束压力、含水率和动载频率下冲积淤泥质砂的临界动应力。结果表明,冲积淤泥质砂的临界动应力受约束压力和含水率的影响较大,动荷载频率对其影响较小。冲积淤泥质砂的临界动应力与约束压力成正比。当土样含水量为最佳含水量时,冲积淤泥质砂的临界动应力最大;动荷载频率对临界动应力影响不大。通过对冲积淤泥质砂临界动应力的研究,为其工程应用和理论研究提供了一定的参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on critical dynamic stress of alluvial silty sand under different confining pressure, water content and dynamic load frequency
With the development of engineering construction, alluvial silty sand is widely used in highway construction, and its mechanical properties are becoming more and more important. In this paper, the pluvial silty sand in practical engineering is taken as the research object, and its physical properties are obtained through basic test. The critical dynamic stress of pluvial silty sand under different confining pressure, water content and dynamic load frequency is studied by indoor dynamic triaxial test. The results show that the critical dynamic stress of alluvial silty sand is affected by confining pressure and water content, and the frequency of dynamic load has little effect on it. The critical dynamic stress of alluvial silty sand is proportional to the confining pressure. When the water content of the soil sample is the best water content, the critical dynamic stress of the alluvial silty sand is the largest; the dynamic load frequency has little effect on the critical dynamic stress. Through the study of the critical dynamic stress of alluvial silt, it provides some reference for its engineering application and theoretical research.
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