Soaking leads to a significant increase in compression deformation and a significant reduction in shear strength and cohesion.

压实粘土浸水饱和后，压缩变形显著增加，抗剪强度和粘聚力则显著降低。

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Large amounts of deformation can lead to smaller ferrite grains which can balance the high temperature soaking effect.

另外大量之高温塑性变形可以产生较小之肥粒铁晶粒这样可以抵消高温热浸温度所造成之晶粒粗大效应。

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The negative skin friction resistance caused by collapsible deformation after water soaking into collapsible loess will reduce the vertical bearing capacity of piles.

湿陷性黄土地区地基土浸水湿陷后，桩侧表面可能产生负摩阻力，将导致桩基承载力降低。

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