| 真空预压作用下软土地基固结的分形研究 |
| 投稿时间：2005-07-20 修订日期：2005-07-20 点此下载全文 |
| 引用本文：吴春勇,王清,吕洪斌.真空预压作用下软土地基固结的分形研究[J].钻探工程,2005,32(12):6-9.WU Chun-yong,WANG Qing,Lü Hong-bin. Study on Fractal of the Soft Soil Consolidation with Vacuum Preloading[J]. Drilling Engineering, 2005,32(12):6-9. |
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| 中文摘要:随着真空预压法在软土地基处理中的逐步应用，其软土固结的机理一直是探讨的课题，分形理论的产生为软土这一非线性系统研究提供了新的思路。针对真空预压作用下软土地基固结中存在的问题以及土体研究中的一些分形现象，用分形理论对其研究前景等进行了探讨，从宏观和微观两方面论证了真空预压作用下软土地基固结的分形研究是可行的。 |
| 中文关键词:软土地基 真空预压 微结构 固结 分形 |
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| Study on Fractal of the Soft Soil Consolidation with Vacuum Preloading |
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| Abstract:With the development of vacuum preloading on disposing the special soft soil foundation, the mechanism of the soft soil consolidation has been a subject for researching. Formulation of the fractal theory can provide new ideal for the study of nonlinear system on soft soil. The prospect was studied by the fractal theory, which directed against the problem of the soft soil consolidation with vacuum preload and the fractal phenomenon of soil. The feasibility of fractal study on soft soil consolidation with vacuum reloading was proofed from the macroscopic and microscopic respect. |
| keywords:soft soil foundation vacuum preloading microstructure consolidation fractal |
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