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    【要点】：本论文通过现场实验和有限差分软件，研究了压力型预应力锚索在锚固工程中的受力特性，创新性地提出了考虑多种因素影响的设计计算理论。
    

    【方法】：采用现场拉拔试验和有限差分软件建立三维数值计算模型。
    

    【实验】：实验在山西吉河高速公路某边坡锚索框架梁支护工程现场进行，使用数据集为该工程的拉拔试验数据，结果表明优化了锚索的受力特性，提升了支护效果。