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真空-堆载联合预压处理工程关键技术分析

周匡营 林伟斌

电力勘测设计Issue(1):9-13,5.
电力勘测设计Issue(1):9-13,5.

真空-堆载联合预压处理工程关键技术分析

Key Technique Analysis in Vacuum-surcharge Combined Preloading Soil Improvement Project

周匡营 1林伟斌1

作者信息

  • 1. 广东省电力设计研究院,广东 广州 510630
  • 折叠

摘要

Abstract

Comparing with the domestic projects, there are many different constraints for the Vacuum-surcharge preloading design of soft sub-grade condition in Vietnam projects, and also there are not any relative available codes or standards to use. Based on the special condition in soil improvement design in Vietnam, the article proposes to supplement the geotechnical investigation and soil test, and give the analysis and control methods of key technique about the design of new horizontal drainage system, clay sealing wall, vacuum system, theory settlement calculation, and the application of monitoring data. Finally, the settlement, degree of consolidation and bearing capacity of the soft soil layer can all meet the requirement in contract after soil improvement.

关键词

真空一堆载联合预压/关键技术/控制

Key words

vacuum-surcharge preloading/control methods/key technique

分类

建筑与水利

引用本文复制引用

周匡营,林伟斌..真空-堆载联合预压处理工程关键技术分析[J].电力勘测设计,2014,(1):9-13,5.

电力勘测设计

1671-9913

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