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A Comprehensive Detection Method for Assessing Dynamic Compaction Effect on Granular Soil Foundation

机译:一种综合检测方法,用于评估粒状土壤基础的动态压实效应

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The dynamic compaction method is commonly used to improve the compaction effects of granular soil foundation since it can't be easily compacted via conventional methods. Based on the field test performed in Chongqing Jiangbei International Airport, this study firstly analyzed the reinforcement mechanism of the dynamic compaction. The calculation method for the effective treatment depth as well as the influences of key design factors on the reinforcement effect were subsequently investigated. The proposed comprehensive detection method, is capable of assessing the compaction effect from multiple aspects, qualitatively and quantitatively. In addition, the detection results are both economic and reliable. The effective treatment depth calculated by the theoretical solutions agrees well with the measured results, indicating the effectiveness of the compaction method and the applicability of the proposed comprehensive detection method.
机译:动态压实方法通常用于改善颗粒土基础的压实效应,因为它不能通过常规方法容易地压实。该研究基于重庆江北国际机场进行的现场测试,首先分析了动态压实的钢筋机制。随后研究了有效治疗深度的计算方法以及关键设计因素对增强效果的影响。所提出的全面检测方法,能够评估来自多个方面的压实效果,定性和定量。此外,检测结果既经济可靠。理论溶液计算的有效治疗深度与测量结果吻合良好,表明压实方法的有效性和所提出的综合检测方法的适用性。

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