Abstract
Although grouting is one of the most general methods for dam foundation treatment, fundamental parameters for injection such as injection pressure and W-C ratio are empirically decided in general. This paper covers the following studies; 1. Statistical analysis of grouting data obtained in an actual construction work, 2. Suggestion of injection method, 3. Verification of the suggested method (High Thickness-Low Pressure Grouting Method: HTLP Method) by in-situ experiments. As the result of those examinations, it is found that HTLP Method is essential for effective and efficient grouting.