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真空堆载联合预压法和堆载预压固结法比较
引用本文:喻靖宇.真空堆载联合预压法和堆载预压固结法比较[J].山西建筑,2002,28(2):146-149.
作者姓名:喻靖宇
作者单位:中铁十二局集团公司,山西,太原,030012
摘    要:真空堆载联合预压法处理软基近年来在沿海、三角洲地区的高速公路路基施工中经常出现。通过对真空堆载联合预压法与传统的堆载顶压固结法相比较,在路基土体固结效果、施工工期、经济效益等方面相对照,得出真空堆载联合预压法比堆载顶压法有着明显的优越性,具有填土速度快、施工式工期短、抗稳定性强和加固效果好的优点,并有逐步取代的趋势。

关 键 词:真空截载联合预压  堆载顶压  软基  高速公路  路基施工
文章编号:1009-6825(2002)02-0148-02
修稿时间:2001年12月15

The comparison about vacuum preloading method and preloading consolidation method
YU Jing,yu.The comparison about vacuum preloading method and preloading consolidation method[J].Shanxi Architecture,2002,28(2):146-149.
Authors:YU Jing  yu
Abstract:In recent years the vacuum preloading method for treating soft foundation is often used in the construction of speedway roadbed of littoral and delta area. By the comparison of vacuum preloading method and traditional preloading consolidation method, the vacuum preloading method has many obvious advantages such as high consolidation effect of roadbed soil body, short time limit for a project, good economy benefit and so on. So the author thinks that the vacuum preloading method will progressively replace the preloading consolidation method.
Keywords:vacuum preloading  preloading consolidation  soft foundation  comparison
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