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通过对水垫塘不计止水等作用的 2 0种组合工况的实验研究 ,定性地分析了不同地基条件、单宽流量和水垫深度对底板稳定的影响 ;并对水垫塘的优化设计和防止底板失稳破坏等问题进行了探讨。
The effects of different foundation conditions, single-width flow rate and water cushion depth on the stability of floor were qualitatively analyzed through the experimental study of 20 combined conditions without any effect of water stop. The optimum design of water cushion pond And to prevent the instability of the floor and other issues were discussed.