The critical dynamic stress decreases linearly with the increase of water content ratio, and increases linearly with the increase of confining pressure and consolidation ratio.
红黏土临界动应力随含水比的增大线性减小，随围压、固结比的增大线性增大。
The critical dynamic stress decreases linearly with the increase of water content ratio, and increases linearly with the increase of confining pressure and consolidation ratio.
红黏土临界动应力随含水比的增大线性减小，随围压、固结比的增大线性增大。
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