The paper examines the role of irreversibility of skeletal deformations of a consolidating soil and its role in the pedagogy for explaining the development of pore fluid pressures in saturated soils subjected to loading and unloading. The role of irreversibility is demonstrated through the consideration of a one-dimensional consolidation model with an elasto-plastic skeletal response.

中文翻译：

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土壤骨架变形的不可逆性：特扎吉著名的土壤固结模型的教学局限性

本文考察了固结土的骨骼变形的不可逆性及其在教学法中的作用，以解释饱和土在加载和卸载条件下的孔隙水压力的发展。通过考虑具有弹塑性骨骼反应的一维固结模型，证明了不可逆性的作用。