摘要
为研究预应力锚索框架内力的分布情况,在已经有所滑动的典型边坡中埋设土压盒、钢筋计及测力计,对锚索框架支护工程进行了全方位的测量并获得了大量的原始数据。应用有限元程序ANSYS进行模拟,并对结果进行对比分析。
To analysis the internal forces of prestressed anchor cable frame, the slide typical slope was chosen in the experiment. Based on the earth pressure salver, steel meter and measuring strength meter embed in the anchor cable frame's Protecting Engineering, lots of source data were gotten depending on the Omni-directional Measurement of Protecting Engineering. The program of ANSYS is used to analyze the slope, the two results are contrasted and analyzeed.
出处
《山东交通学院学报》
CAS
2007年第3期23-27,42,共6页
Journal of Shandong Jiaotong University
关键词
预应力锚索框架
边坡
数值模拟
现场测试
anchor cable frame
slope
numerical simulation
anchorage test