摘要
为了更好地推广应用钢绞线-锚杆捆绑式新型支护结构,采用FLAC3D软件建立模型进行加固效果影响因素数值计算。研究结果表明:1锚杆张拉阶段,纵横梁对岩土体的主动挤压产生的被动压力为地基反作用力;锚杆工作阶段,边坡体产生滑移变形,纵横梁下的滑坡土体挤压框架梁产生的主动压力为地基反力;2钢绞线-锚杆支护结构加固效果的主要影响因素为锚杆预应力大小、锚杆锚固角大小和锚杆布设间距;3增大锚杆预应力是抑制边坡变形十分有效的手段,但是盲目增大锚杆预应力会引起边坡的主动破坏;锚杆预应力一定时,锚杆越趋近于垂直于边坡坡面的角度,锚固时锚固支护效果更佳;在其他参数一定时,适当减小锚杆布设间距有利于边坡稳定性的提高。
In order to improve the application of a new bundled supporting structur of steel strand-bolt, the model based on FLAC3D for numerical calculation of the reinforcement effect factors is established.The results show: (1)when bolts are tensioning, the passive pressure produced by active extrusion of frame beams on rock is reaction of foundation; when bolts are working, the slope slip occurred, the active pressure produced by extrusion of land- slide soil on frame beam is reaction of foundation; (2)the influence factors of the steel strand-cable structure reinforcement effect are the prestress of the bolts, the anchoring angle of the bolts and the layout spacingof the bolts; (3)increasing the anchor prestress is a very effective means for controlling the slope deformation, however,it will cause the slope active failure to increase the prestress of the bolts blindly; the prestress of the bolts is constant, and the anchor supporting effect is better when the bolts are close to be perpendicular to the slope;the other parameters are constant, it is useful for improving the stability of the slope to decreases the layout spacing properly.
出处
《长沙理工大学学报(自然科学版)》
CAS
2014年第4期65-70,共6页
Journal of Changsha University of Science and Technology:Natural Science
基金
广西科学研究与技术开发计划项目(桂科转1298011-2)
关键词
边坡稳定性
预应力锚杆框架梁
锚固角
锚固间距
slope stability
pre-tensioned bolts frame beam
anchor angle
anchor spacing