针对三黎高速沿线遇到的大量强至中风化板岩,通过压实试验、崩解试验及CBR强度试验研究,表明强至中风化板岩填料具有良好的压实性能,但其抵抗干湿循环及自然风化崩解能力较差,CBR值随浸水时间及干湿循环次数的增加而逐渐减小。随后开展了强至中风化板岩路基现场碾压试验研究,采用压实度、沉降差、E_(vd)以及K_(30)等多种方法对路基压实质量进行检测,探讨不同碾压机械、铺土厚度以及碾压遍数等施工参数组合对压实效果的影响,得到适用于依托工程路基填筑的施工工艺参数及质量控制标准;提出强至中风化板岩路基压实质量控制应以沉降差为主,并结合施工工艺参数来控制,同时用K_(30)、E_(vd)检测等手段来配合。该法可为类似软岩路基的质量控制、检测和评价提供参考。 According to the large number of strong to moderately weathered slate encountered along the Sanli Highway, compaction tests, disintegration tests and CBR tests show that the strong to moderately weathered slate filler has good compaction performance, but its resistance to dry and wet Cyclic and natural weathering ability of disintegration is poor, CBR value with the immersion time and the number of wet and dry cycles and gradually reduce. Subsequent rolling compaction tests on strong to moderately weathered slaty subgrade were carried out. Compaction quality, settlement difference, E vd, K 30 and other methods were used to test the subgrade compaction quality. The effects of different rolling compaction machines , The thickness of paved soil and the number of rolling compaction and other construction parameters on the compaction effect, to be applied to the construction process parameters and quality control standards based on embankment construction; proposed strong to moderate slate subgrade compaction quality control should be The main difference is settlement, combined with the construction process parameters to control, with K_ (30), E_ (vd) detection and other means to cooperate. The method can provide reference for the quality control, testing and evaluation of similar soft rock subgrade.