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在燕山水库大坝基础防渗墙中,通过试验研究确定符合设计要求的具有低弹性模量和相对较高防渗能力的粘土混凝土配合比,并从试验结果分析总结影响黏土混凝土性能的主要因素。
In Yanshan reservoir dam foundation seepage prevention wall, the proportion of clay concrete with low elastic modulus and relatively high seepage prevention capacity that meets the design requirements was determined through experimental studies. From the test results, the main factors affecting the performance of clay concrete were summarized .