论文部分内容阅读
为了对浆砌石坝稳定性进行校核,並为设计累积资料,我们曾在龟石大坝施工现场进行了大体积的浆砌石砌体的抗压试验和抗剪试验,取得了一些试验成果。由于大体积试件数量不够多,成果局限性较大,並限于水平,对一些分析也难免有偏见,希望予以指正。本文系根据广西水利电力科学研究所一九七○年元月刊印的《龟石水电站浆砌石重力坝若干问题的试验研究总结》一文编写的。
In order to check the stability of the masonry dam and to accumulate data for the design, we conducted a large volume of mortar masonry compression and shear tests at the construction site of the Turtle Dam and made some experiments Results. Due to the insufficient number of large-volume specimens, the results are limited and limited to a certain level. Therefore, some analyzes are inevitably biased and hopefully corrected. This article is based on the article “Summary of Experimental Research on Several Problems of Mudstone Gravity Dam of Guishui Hydropower Station” published by Guangxi Institute of Water Resources and Electric Power in January, 1970.