State-of-arts and prospect of consolidation theory for 
soft soil by vacuum preloading

XU Sheng; WANG Yuan

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State-of-arts and prospect of consolidation theory for soft soil by vacuum preloading

更新时间：2026-06-25

- State-of-arts and prospect of consolidation theory for soft soil by vacuum preloading
- Vol. 27, Issue S1, (2006)
- 作者机构：
  
  河海大学岩土工程研究所,南京,210098
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU447
- Online First：15 December 2006，
  
  Published：2006
- 稿件说明：
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XU Sheng, WANG Yuan. State-of-arts and prospect of consolidation theory for soft soil by vacuum preloading[J]. 2006, 27(S1).
DOI：

XU Sheng, WANG Yuan. State-of-arts and prospect of consolidation theory for soft soil by vacuum preloading[J]. 2006, 27(S1). DOI：

摘要

真空预压法作为一种近年来兴起的软土地基处理方法，在国内外得到了大力的推广应用。很多学者在真空预压室内试验和现场试验、真空预压加固机理、真空预压计算理论等诸多方面开展了很多工作。根据已有的认识和理论理解，对真空预压加固软土地基理论研究现状进行了分析，以期有助于该项技术的进一步发展。

Abstract

The vacuum preloading method has been largely developed at home and abroad in recent years; as a new mean of treating soft clay. Many research works have been done about laboratory experiment

field test

mechanism and numerical method of vacuum preloading. The situation of research about the vacuum preloading method is analyzed. And it is expected that the analysis can be contributed to the development of the method.

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LIU Han-long

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CHEN Yong-hui

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Related Institution

Research Institute of Geotechnical Engineering, Hohai University

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Geotechnical Engineering Institute, Hohai University

河海大学岩土工程研究所

Insititute of Wuhan Rock & Soil Mechanics, the Chinese Academy of Sciences

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