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预应力锚索框架试验研究与数值模拟

Experiment Research and Numerical Simulation of Prestressed Anchor Cable Frame
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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
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