把以下内容翻译成英文:在本论文中，我将通过引入数值模拟以及数值实验的方法对结构性岩土的力学因素进行研究。采用以下两种方法：其一，通过计算机数值模拟分析；其二，对实验过程进行数值重现。这两种方法的都未能较好地对现场岩石的真实状态进行完整描述。虽然方法一可以通过数值模型较为精确地描述材料的强度特征，但在整个研究过程中都需要使用大量繁琐的校准过程；而方法二则在还原力学因素环境时会因为经验和初始值设定的不同而产生一定的偏差。总之，采用这两种数值分析方法，面对的是内外各种缺少及挑战。希望通过自然组合和优化，可以使所提出的方法体系更加成熟，为现场工程师在岩石处理工程中提供数量级的帮助。
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In this thesis, I will explore the mechanical factors of structural geomaterials by introducing numerical simulation and numerical experimental methods. Two approaches are employed: firstly, computer numerical simulation analysis; secondly, numerical reproduction of the experimental process. Both methods have limitations in fully describing the true state of in-situ rocks. While Method 1 can accurately describe the material's strength characteristics through numerical models, it requires extensive and cumbersome calibration processes throughout the research. Method 2, on the other hand, introduces deviations due to varying experiences and initial value settings when recreating the mechanical factor environment. In summary, both numerical analysis methods face various internal and external lacks and challenges. I hope that through natural combination and optimization, the proposed methodological system can become more mature, providing significant assistance to field engineers in rock handling projects.
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