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通过大量试验分析 ,鉴定“6 35”大坝心墙防渗土料分别为非分散性土和过渡性土 ,并针对其存在的潜在分散性进行了多方案的改性试验研究 ,为认识和解决土料分散性工程问题提供了全面、可靠的科学依据。
Through a large number of tests and analysis, it is identified that the impervious soil of the “6 35” dam core wall is non-dispersive soil and transitional soil, and the multi-scheme modification test research on the potential dispersion of the existing dam is conducted. Solve the engineering problems of soil dispersion provides a comprehensive and reliable scientific basis.