工程岩体稳定性，在岩体工程中，必须对岩体的稳定性作一个完整而准确的评价，为工程设计、支护、构筑物选型和施工方法提供参数和依据。
岩石节理是影响工程岩体稳定性的主要因素之一。
Rock joint is one of the major factors which affects the stability of engineering rocks.
但在现场调研与资料收集的基础上可以看出：研究区复杂的地质环境将对拟建坝址的工程岩体稳定性产生较大的影响。
Information obtained by studying on spot and data collecting indicated that the complicated geological environment would influence on the stability of the rock mass in the dam region.
在节理岩体工程的数值计算及稳定性评价中，变形特征参数的选择至关重要。
Selection of deformation parameters is very important in numerical computation and stability evaluation of the jointed rock masses engineering.
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