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Application Study of Impact Compaction Technology in Wetness and Softness Loess Roadbed Treatment

机译:冲击压实技术在湿度和柔软性黄土路基治疗中的应用研究

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In order to study the applicability and strengthening effect of impact compaction technology in wetness and softness loess roadbed treatment, impact compaction technology was applied in ground treatment and layered filling roadbed compact of a freeway sub-grade construction, and compactness and settlement of the soil were also measured. Test results suggest: impact compaction technology can effectively apply to shallow wetness and softness loess roadbed treatment and the most effective depth is about 80cm, and this effect appears to increase with the impact compaction times and 30 impact compaction times is the most suitable. As regards the layered filling sub-grade, when the loose paving thickness is 40cm, compactness after 40 times compaction can satisfy specified demand. At the same time, combined with the test settlement, the control criterion of impact compaction quality is investigated.
机译:为研究采用冲击压实技术在湿度和柔软性黄土路基处理中的适用性和加强效果,采用抗冲击技术在地面处理和层状填充路基紧凑型的高速公路副级施工中,致密度和沉降还测量了。测试结果表明:冲击压实技术可以有效适用于浅湿度和柔软的黄土路基处理,最有效的深度约为80厘米,这种效果似乎随着冲击压实时间和30个冲击压实时间增加了最合适的。关于层状填充子等级,当松散的铺路厚度为40cm时,压实40倍后的紧凑性可以满足指定的需求。同时,结合测试沉降,研究了冲击压实质量的控制标准。

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