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Prediction on settlement of soft ground and its application in construction for highway

机译:软土地沉降预测及其在高速公路施工中的应用

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The measure data for settlement on 13 representing sections of soft ground in the district of the highway located coastal region during loading and pre-pressing periods, and their fitting-formula to calculate settlement of soft ground were investigated in the paper. Total settlement of soft ground at any time could be calculated and predicted with application of the formula. Based on the achievement, some adapting processes were suggested in construction for highway. On K13+740 Section, for example, depended on measure data for settlement on the section during loading and pre-pressing periods, the formula St=281.3296 (1–1.0505e−0.00979t) could be fitted with model of logarithm curve, that expresses relation of settlement value (St) in mm unit for ground surface with time (t) in day unit quantitatively. Then, the post-construction settlement of soft ground has been predicted to be lower by calculation of the formula and even than 30 cm, which is critical value of post-construction settlement on normal procedure according to relevant Technical Specification of China Traffic Ministry. Comprehensive analysis on deformation of ground and stability of highway from observation data of every section in the whole district, it has been summarized that the soft ground would have been continuously stabled 1.1–4.1 years later. Therefore, a series of reformation of construction processes have been devoted in the district with larger post-construction settlement of soft ground. In order to decrease post-construction settlement, design distances between filling-sand wells should be reduce, and stage of loading and pre-press should be prolonged, as well as overload pre-press exerted on soft ground. Furthermore, temporary pavement structure should be built in districts of larger post-construction settlement of soft ground to substitute perpetual pavement structure. Research results for other highway construction, from the technical and economic poin- - t of view for the soft ground the best way to deal with and provide information.
机译:在装载和预紧期间,在沿海地区的高速公路区的13个代表沿海地区的电影区的算法的测量数据及其拟合配方计算纸张中的拟合配方。可以在任何时间进行软接地的总沉降,并通过应用公式来计算和预测。基于成就,在高速公路建设中建议了一些适应过程。例如,在K13 + 740部分上,依赖于在装载和预压期间截面上的沉降数据,公式ST = 281.3296(1-1.0505e -0.00979t )可以安装具有对数曲线模型的模型,定量时表达了与日间单位时间(T)的MM单元中的沉降值(ST)的关系。然后,已经预测了软土的后施工结算,通过计算公式且甚至超过30厘米,这是根据中国交通事事的相关技术规范的正常程序后建设后结算的关键价值。综合分析整个地区每个截面观测数据的地面和高速公路稳定性的变形,已经总结说,软接地将连续稳定1.1-4.1岁。因此,该地区的建筑工程的一系列改革具有较大的建设后沉降的软土地区。为了减少建设后沉降,填充砂井之间的设计距离应减少,负载和预压阶段应延长,以及在软土地上施加的过载预载。此外,临时路面结构应建造在较大后建设后沉降的地区,以替代永久路面结构。其他公路建设的研究成果,从技术和经济poin-t的柔软地面,从地面处理和提供信息的最佳方式。

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