Research on Pumping Effect in Base-Course or Subgrade on Rutting Behavior of Asphalt Pavements
Research on Pumping Effect in Base-Course or Subgrade on Rutting Behavior of Asphalt Pavements
批准号:
06650541
负责人:
NISHI Masaru
金额:
$1.28万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1994
资助国家:
日本
项目状态:
已结题
起止时间:
1994 至 1995
中文摘要
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英文摘要
The objective of this research is to establish the analytical technique for the sudden increase in rutting behavior after the occurrence of surface layr cracks, from the viewpoint of the pumping phenomenon of the base layr or the subgrade. Major information obtained from each experiment and analysis in this research are listed below :1. Repeated plate loading tests using the small scale model test equipment manufactured : For both crushed aggregate as base material and masado as subgrade material, the settlements of the saturated state under plate loading were 2 to 4 times bigger than those of the wet state, depending on the testing conditions. For only the base material, confirmed as the causes for this were the development of the pumping phenomenon and its area of development.2. Materials characterization tests using the existing repeated triaxial test equipment : The resilient and permanent deformation characteristics of the saturated state and the wet state did not show any remarkable differences. Materials characterization, therefore, assuming to correspond to those whose soil elements within the pumping area had already reached static failure, were attempted. The results were approximately similar to the characteristics of loose state materials.3. Analysis of repeated plate loading test's results : The analytical results using the iterative finite element method of the wet state were comparatively good but the results of the saturated state were slightly lower than the experimental results. This is thought to be due to the small size of the loading plate which are unstable, the disregard of the increase in the specimen deformation until it reached static failure, etc.4. Rutting analysis of test pavements : In spite of the inadequacy of the analytical results explained above, the application of the above analytical technique to test pavements showed good results. This suggests the complexities of the in-situ pavement conditions.
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西勝: "小型模型土槽を用いた粒調砕石路盤の水浸劣化に関する実験的研究" 建設工学研究所報告. 37号. 65-75 (1995)
Masaru Nishi:“使用小型模型土罐对颗粒控制碎石路基的水浸恶化的实验研究”建筑工程研究所报告37第65-75号(1995)。
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西勝: "円形走行試験結果に基づくアスファルト舗装パフォーマンスカーブの構築" 建設工学研究所報告. 37号. 45-64 (1995)
西正:《基于循环运行试验结果的沥青路面施工性能曲线》建筑工程研究所报告37第45-64号(1995)。
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Nishi Masaru: "Prediction of Rut Depth in Asphalt Pavements in Consideration of Pumping Effect in Base-Course Layer" Proceeding, Roads 96 : Joint 18th ARRB Transport Research Conference & Transit New Zealand Transport Symposium. (発表予定). (1996)
Nishi Masaru:“考虑基层泵送效应的沥青路面车辙深度预测”论文集,Roads 96:联合第 18 届 ARRB 交通研究会议和新西兰交通研讨会(1996 年)。
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Nishi Masaru: "Prediction of Rut Depth in Asphalt Pavements" Proceedings, The 4th International Conference on the Bearing Capacity of Roads and Airfiels. 2. 1007-1019 (1994)
Nishi Masaru:“沥青路面车辙深度的预测”论文集,第四届道路和机场承载能力国际会议。
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Nishi Masaru: "A Subsystem for Serviceability Evaluation of Asphalt Pavements" Proceeding, The 2nd International Conference on Road and Airfield Pavement Technology. 1. 364-374 (1995)
Nishi Masaru:“沥青路面适用性评估子系统”论文集,第二届道路和机场路面技术国际会议。
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