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桥头高填方路基之三种碎石桩加固效果对比 被引量:1

Comparison Analysis of Improving Effect for Three Kinds of Gravel Piles in High Fill Embankment
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摘要 通过对首都机场北线高速公路桥头地基处理后静载试验和重型动力触探试验数据分析,比较了柱锤冲扩碎石桩、振动沉管碎石桩、复合载体夯扩桩三种不同碎石桩施工工艺的加固效果,对三种工艺的加固原理、适用条件、设计施工应注意的问题进行了分析。 Plate loading test and dynamic penetration test had been conducted on the ground of express highway which lies in north line of Beijing capital airport.Based on the test results,comparison analysis had been carried out for improving effect of three kinds of gravel piles,such as gravel piles thrusted-expanded by column-hammer,vibro-compaction stone columu and rammer-impacting composite material pile.The improving principle,application condition and attention problems for design and construction were also analyzed for these three kinds of gravel piles.
出处 《土工基础》 2010年第4期81-84,共4页 Soil Engineering and Foundation
关键词 地基处理 复合地基 柱锤冲扩碎石桩 振动沉管碎石桩 复合载体夯扩桩法 ground treatment composite foundation gravel piles thrusted-expanded by column-hammer vibro-compaction stone columu rammer-impacting composite material pile
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参考文献3

  • 1.建筑地基处理技术规范(JGJ79-2002)[S].北京:中国建筑工业出版社,2001..
  • 2复合载体夯扩桩设计规程(JGJ/T135-2001)[S].北京:中国建筑工业出版社,2001.
  • 3建设综合勘察研究设计院.首都机场北线高速公路地基处理检测报告[R].2005.10.

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