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某水库溢洪道闸室基础处理原采用高压旋喷桩方案,在施工过程中发现实际地质情况与地质勘察报告出入较大,基础处理方案变更为C10混凝土格栅基础,既节约了工程造价,又为工程渡汛赢得了时间。
In the course of construction, the actual geology and geologic investigation report have large discrepancies. The foundation treatment scheme has been changed to the basis of C10 concrete grille, which not only saves the project cost but also Project flood season has won the time.