首页|全厚式道路路基施工质量控制及相关性研究

全厚式道路路基施工质量控制及相关性研究

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为了确定全厚式道路水泥改良土路床各检测指标的可靠性和相关性,采用FWD、PFWD、DCP等现场检测手段对施工质量进行检测.结果表明,弯沉值与铺筑厚度、水泥土龄期有良好的相关性.贯入度和动态回弹模量在厚度40cm时相关性最佳,相关系数均在0.7以上.在后续施工质量检测中,动态变形模量和贯入度作为非常规指标,可用于全厚式道路路基压实质量的评价.
Research on quality control and correlation of full-thickness road roadbed construction
In order to determine the reliability and correlation of the detection indexes of the full-thickness road cement improved soil roadbed,the on-site detection methods such as FWD,PFWD and DCP are used to detect the on-site construction quality.The results show that the bending settlement value has a good correlation with the paving thickness and soil age.Penetration and dynamic resilience modulus have the best correlation when the thickness is 40 cm,the correlation coefficients are all above 0.7.The dynamic deformation modulus and the degree of penetration can be used as non-conventional indicators to evaluate the compaction quality of full-thickness road subgrade in the subsequent construction quality inspection.

full-thickness roaddynamic deformation moduluspenetrationconstruction quality controlcorrelation analysis

王伟、杨晓远、赵鸣康、张磊、孟凡磊、孙兆云

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青岛市公路事业发展中心,山东青岛 266799

青岛交发高速建设投资有限公司,山东青岛 266000

山东省交通科学研究院,山东 济南 250031

山东省交通规划设计院集团有限公司,山东济南 250101

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全厚式道路 动态变形模量 贯入度 施工质量控制 相关性分析

2024

山东交通科技
山东省交通科学研究所

山东交通科技

影响因子:0.249
ISSN:1673-8942
年,卷(期):2024.(2)