Ｍａｇｎａｎ提出的一维固结模型除一维应变外．未保留任何太沙基经典理论中的初始假设，它能考虑参数ｅｏ，ｅ，Ｋｖ，是上层厚度Ｚ和固结时间ｔ的函数；地基的分层性；土骨架的变形；非饱和状态和孔隙流体的压缩性等。为了在实际工程中应用Ｍａｇｎａｎ的一维固结模型，作者编制了计算机程序。本文介绍该程序在理论研究和现场实测结果分析两方面的应用情况。 One-dimensional consolidation models proposed by Magnan are in addition to one-dimensional strain. It does not retain any initial assumptions in the terrestrial classical theory, which takes into account the parameters eo, e, Kv, which are a function of the thickness Z of the upper layer and the consolidation time t; the delamination of the foundation; the deformation of the soil skeleton; The compressibility of pore fluid and so on. In order to apply Magnan’s one-dimensional consolidation model in practical engineering, the author has compiled a computer program. This article describes the application of the program in both theoretical research and field measurement results.