云南水力发电2025，Vol.41Issue(2)：52-54,3.DOI:10.3969/j.issn.1006-3951.2025.02.013
对甜水堡调蓄水库垫层水泥土碾压试验研究
Experimental Study on Cement Soil Compaction of the Cushion Layer of Tianshuibao Regulating Reservoir
摘要
Abstract
The paper takes the upstream face of the dam,the middle track,and the downstream slope cushion layer of the Tianshuibao Reservoir in Huan County as the research object,and conducts cement soil paving thickness tests to test the influence of different rolling passes on compaction degree.The results show that when the thickness of cement soil loose paving is 28 cm,and static pressure is applied 6 times and vibration is applied 4 times,the compaction coefficient,optimal moisture content,and permeability coefficient all meet the design requirements.Therefore,the study of determining compaction control parameters through productive compaction tests provides a basis for quality control in cement soil construction.关键词
甜水堡/调蓄水库/水泥土/碾压试验/成果分析Key words
Tianshuibao/regulating reservoir/cement soil/rolling test/achievement analysis分类
建筑与水利引用本文复制引用
马璐璐..对甜水堡调蓄水库垫层水泥土碾压试验研究[J].云南水力发电,2025,41(2):52-54,3.基金项目
国家自然科学基金项目(520668044) （520668044）
