三峡工程船闸高边坡历年岩体力学试验成果综合分析

A Comprehensive Analysis of Rock Mechanics Test Results on High Rock Slope of TGPs Lock

在综合、总结历年来为三峡永久船闸高边坡所进行的岩石力学试验、研究成果的基础上，对高边坡岩体的力学特性和参数间的关系等进行了深入的分析研究，取得了规律性的认识。着重介绍了影响试验成果和岩体（石）物理力学参数大小的因素，某些物理、力学参数之间的相关关系和闪云斜长花岗岩力学特性及其变形破坏机理的认识。

On the basis of summarizing the rock mechanics test results for the high rock slope of the TGPs permanent lock, obtained in the last forty years, a comprehensive study on the mechanical characteristics and the relationships among the parameters of rock mass has been performed. Certain regularities have been extracted. The factors that influence the test results and the values of physical mechanical parameters, some relationships between physical and mechanical parameters, and an understanding on the mechanical properties of the amphibole plagioclase granite and its deformation failure mechanism, are empha tically represented in the paper.