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迄今为止,在坝基砂砾石层帷幕灌浆防渗体(以下简称幕体)的设计中,其主要参数的选用,仍多凭工程经验,结合必要的理论分析和试验研究。但因每个工程
So far, in the design of curtain grouting seepage control body (hereinafter referred to as the curtain body) of gravel layer in dam foundation, the selection of the main parameters is still based on the engineering experience combined with the necessary theoretical analysis and experimental research. But because of each project