摘要
亭子口水利枢纽工程坝址区位于红层沉积岩体内,存在较多的各类结构面。通过对21组各类结构面进行原位直剪试验,揭示了各结构面的抗剪强度特性。同时通过算术平均值以及图解2种方法对各类结构面抗剪强度参数分别进行统计,所得到的统计成果总体相近。成果除可供本工程设计取值外,对于其它类似工程也具有较好的参考价值。
The dam site of Tingzikou Power Station is located in red bed sedimentary rocks area, and there are many structural planes in this area. Through in-situ direct shear strength properties of the structural planes were revealed. were obtained by means of arithmetic mean value and tests on 21 sets of typical structural planes, the shear Furthermore, statistics of the shear strength parameters diagram. The statistical results by the two methods are similar in general. The research findings not only serve as the basis for the design of this project, but also could be taken as reference for other similar projects.
出处
《长江科学院院报》
CSCD
北大核心
2013年第12期43-47,共5页
Journal of Changjiang River Scientific Research Institute
关键词
亭子口电站
结构面
抗剪强度
直剪试验
Tingzikou power station
structural plane
shear strength
direct shear tests