摘要
预应力锚杆(索)抗滑桩是出现于二十世纪八十年代的一种抗滑支挡结构,但其计算理论仍不完善,故根据目前抗滑桩计算中所存在的问题,对锚杆(索)抗滑桩的设计与计算方法加以改进。
As a new anti-slipe bracing structure, pre-stress anchor slide-resistant pile occurred in the 1980s. However, its calculation theory hasn＇t been perfect. According to the problems in anchor slide-resistant pile calculation, The design and calculation method, which has been ameliorated is introduced.
出处
《石家庄铁路职业技术学院学报》
2005年第4期1-5,共5页
Journal of Shijiazhuang Institute of Railway Technology
关键词
锚杆(索)抗滑桩
轴向拉力
桩身内力
anchor slide-resistant pile axial tension intemal force of pile body
