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工程实践表明，人工岩质边坡的稳定性是随着工期及施工中各种影响因素在不断降低，根据这一特点，借鉴隧洞工程中的新奥法，参考国内外工程实例和近年来断层岩研究成果，结合李家峡水电站边坡设计和施工中的经验与教训，依据锚筋桩和岩石变位计观测成果，配合边坡变位及应力计算，初步总结出各专业、各部门密切配合的“动态”的边坡加固设计施工新方法──新边法。其主旨在于：及时进行边坡加固；少损岩体抗剪强度；利用卸荷变形能量，以达到安全经济快速的目的。
Engineering practice shows that the stability of artificial rock slope is with the construction period and the various influencing factors in the continuous decline, according to this feature, learn from the new Austrian tunnel project, with reference to domestic and foreign engineering examples and in recent years, the fault Rock research results, combined with Lijiaxia Hydropower Station slope design and construction experience and lessons learned, based on anchorage pile and rock displacement meter observations, with the slope displacement and stress calculations, the initial summary of the various professions, the various departments in close cooperation New Approach to Design and Construction of “Dynamic” Slope Reinforcement ─ ─ New. Its main purpose is to: timely slope reinforcement; less damage to rock mass strength; the use of unloading deformation energy, in order to achieve safe and rapid economic purposes.