摘要
路基侧向变形的计算,以及侧向变形对路基沉降的影响,鲜有理论上的分析和计算,大都基于数值模拟或模型分析。为了深入研究路基侧向变形,通过对Boussinesq的集中力下弹性半无限体的侧向变形解进行积分,推导出无限长线性荷载、条形均布荷载、条形三角形分布荷载以及梯形荷载下,地基的侧向变形理论解析解,通过实测数据验证了解析解的准确性,并提出考虑地基侧向变形的路基沉降计算方法,提高了沉降计算精度。
There were rarely the theoretical analysis and calculation for the ground lateral deforma-tion,and how the lateral deformation affects on the embankment settlement,which mostly studied by nu-merical analysis or model-based analysis.For deeply researching the ground lateral deformation,theoreti-cal analysis and calculation were carried on.By integrated the Boussinesq’s lateral deformation solution of elastic semi-infinite which loaded on concentrated force,the lateral deformation theory analytic solution was deduced when the ground was loaded on infinite linear load,trip uniformly distributed load,strip tri-angular distributed load and strip trapezoidal load.The accuracy of theoretical analytical solution was ver-ified by compared with measured value,and calculation method of the railway embankment settlement in consideration of the lateral deformation was proposed,which can improve the accuracy of the settlement calculation.
出处
《公路工程》
北大核心
2014年第1期69-72,共4页
Highway Engineering
基金
铁道部科技研究开发计划项目(2010G003-F)
关键词
铁路路基
地基
侧向位移
路堤
沉降
railway subgrade
ground
lateral deformation
embankment
settlement