1.水泥混凝土配合比设计过程。å_;ßÁObbs.3c3t.comÑ
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2。半刚性基层透层油渗透深度检测的准备,测试与计算过程。å_;ßÁObbs.3c3t.comÑ
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3.沥青配合比设计中,根据马歇尔试验确定最佳用量,车辙与水稳性试验不满足要求,其他均合格,分析原因提出调整措施。å_;ßÁObbs.3c3t.comÑ
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4.3.6M弯沉仪支点变形修正的现场试验。å_;ßÁObbs.3c3t.comÑ
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5.基层设计强度0.7MPA,7天无侧限强度为0.70,0.68,0.72,0.74,0.72,0.76,判定强度是否符合要求。å_;ßÁObbs.3c3t.comÑ
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