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高填方机场工后沉降监测及数据分析

Post-construction settlement monitoring and data analysis of high filling engineering of airport

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【作者】 罗汀刘引韩黎明任庚陈军姚仰平

【Author】 LUO Ting;LIU Yin;HAN Liming;REN Geng;CHEN Jun;YAO Yangping;School of Transportation Science and Engineering, Beijing University of Aeronautics and Astronautics;Engineering Research Base of China Airport Construction Corporation,CAAC;

【机构】 北京航空航天大学交通科学与工程学院中国民航机场建设集团公司机场工程科研基地

【摘要】 通过对河北省承德高填方机场工后沉降进行监测,对填筑体高度与工后沉降之间的变化规律进行分析,对工程中常用的沉降预测方法进行比较,探讨了高填方蠕变实用算法在工后沉降预测中的应用,并以该方法为基础,提出了沉降稳定速率和稳定时间的预测方法。结果表明:高填方工程中填筑体高度与工后沉降呈线性增长关系,是影响工后沉降量大小的重要因素,高填方蠕变实用算法可较好地预测工后沉降,该方法可预测工后沉降稳定速率和稳定时间,为何时进行道面铺设提供参考。

【Abstract】 Through monitoring of post-construction settlement of Chengde Airport in Hebei Province, the variation law between height of filled body and post-construction settlement is analyzed. By comparing the settlement prediction methods commonly used in engineering. the application of high filling practical creep computation algorithm in post-construction settlement prediction is discussed. Based on this method, a prediction method of foundation stability rate and foundation stability time is proposed. Result shows that the variation law between height of filling body and post-construction settlement is linear and there exists a significant factor affecting the post-construction settlement in high filling project. The high filled creep practical algorithm can predict the developing trend of post-construction settlement, the prediction of foundation stability rate and foundation stability time can provide a reference for subsequent pavement planning.

【基金】 国家重点基础研究发展计划(973计划)(2014CB047006);国家自然科学基金项目(51579005,11672015)
  • 【文献出处】 中国民航大学学报 ,Journal of Civil Aviation University of China , 编辑部邮箱 ,2017年03期
  • 【分类号】V351.1
  • 【被引频次】14
  • 【下载频次】288
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