Abstract：Based on the engineering characteristics of roller-compacted rockfill dams, the unreasonable initial condition in the analysis of the stress and strain for these rockfill dams is modified in this article. The displacement and stress of an ideal concrete face rockfill dam are investigated with Duncan-Chang’s non-linear elastic E-v model. Satisforctory results have been obtained.
引用本文:
邵松桂；. 钢筋混凝土面板堆石坝面板应力应变研究[J]. 岩土工程学报, 1989, 11(5): 64-69.
Shao Songgui. Research on Stress and Strain of Concrete Face Rockfill Dam. Chinese J. Geot. Eng., 1989, 11(5): 64-69.
