摘要
本文是对万家沟水库坝基的岩体特性试验及其成果的评价。文中给出了岩体变形试验和强度试验中多试件法和单试件法(均为直剪试验)的试验结果。对试验中试点的有效率和E_0、C、Φ诸值的可信度与精度进行了验证与分析。所提供参数可作为水工人员设计和计算的依据。
This paper reports the rock mass characteristic test of Wan Jia Gou Resservoir. It presents the experimental results abtained with plural points method and single point method in rock mass deformation test and strength test (all horizontal shear strength test). The effective rate and the credibility and precision of values of E_0, C and Φ at the test points were verified and analysed. The parameters in the paper provide a basis of design and calculation for hydraulics.
关键词
岩体结构
岩体变形试验
水库
坝基
structure face
rock mass structure
rock mass deformation test
rock mass strength test
effective rate
credibility
