节点文献
跨越断层路堤减隔震措施研究
Study on Shock Absorption and Isolation Measures for Embankment Crossing Fault
【摘要】 为研究跨断层路堤的减隔震措施,基于Abaqus软件建立三维路堤数值模拟,研究断层错动过程中路堤在加和不加筏板基础两种工况的动力响应,并进一步讨论在加筏板基础情况下,筏板位置对路基减隔震效果的影响。研究结果表明:第一,合理放置筏板基础可阻断断层从上覆土层向路堤顶面的传递,使断层在路堤中的传播倾角变小,破裂带分散,起到耗散能量的作用,最后达到减小路面竖向位移的目的,起到减隔震的作用;第二,路堤高度的增加可以减小断层错动对路面变形的影响,使断层带上的路面变形曲率减小,增加路面的平稳性。
【Abstract】 To study shock absorption and isolation measures for embankment crossing fault,three dimensional numerical simulation for embanment was established based on the software Abaqus,the dynamic response of the embankment with and without raft foundation in the course of fault movement has been gained,moreover,when the raft foundation was added,the influence of its location on shock absorption and isolation has been discussed.The result shows that the proper placement of raft foundation may cut off fault transferring from overlaying soil to embankment top,which plays a role of energy dissipation by reducing the propagation inclination of the fault in the embankment and breaking up the rupture zone,for the purpose of reducing vertical displacement of the pavement and then realizing shock absorption and isolation;the increase of embankment height could reduce effect of fault movement on pavement deformation,which reduces curvature of the deformation on faulted zone and improves stationarity of the pavement.
【Key words】 fault; raft foundation; embankment; shock absorption and isolation measures;
- 【文献出处】 路基工程 ,Subgrade Engineering , 编辑部邮箱 ,2013年03期
- 【分类号】U416.12
- 【下载频次】35