Foundation Consolidation Project in the Construction of No.2 Mail Center of Changsha

徐志毅; 吕能锋; 范坚

doi:10.13992/j.cnki.tetas.2001.03.010

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Foundation Consolidation Project in the Construction of No.2 Mail Center of Changsha

更新时间：2026-04-20

- Foundation Consolidation Project in the Construction of No.2 Mail Center of Changsha
- Issue 3, Pages: 25-28(2001)
- 作者机构：
  
  1. 信息产业部北京邮电设计院,北京,100035
  2. 长沙邮政第二枢纽工程办公室,长沙,401010
  3. 信息产业部北京邮电设计院!北京 100035长沙邮政第二枢纽工程办公室,长沙,401010
- 作者简介：
- 基金信息：
- DOI：10.13992/j.cnki.tetas.2001.03.010
  CLC： TU753
- Published：2001
- 稿件说明：
移动端阅览
[1]徐志毅,吕能锋,范坚.长沙邮政第二枢纽工程地基处理[J].电信工程技术与标准化,2001(03):25-28.

徐志毅, 吕能锋, 范坚. Foundation Consolidation Project in the Construction of No.2 Mail Center of Changsha[J]. 2001, (3): 25-28.
[1]徐志毅,吕能锋,范坚.长沙邮政第二枢纽工程地基处理[J].电信工程技术与标准化,2001(03):25-28. DOI： 10.13992/j.cnki.tetas.2001.03.010.

徐志毅, 吕能锋, 范坚. Foundation Consolidation Project in the Construction of No.2 Mail Center of Changsha[J]. 2001, (3): 25-28. DOI： 10.13992/j.cnki.tetas.2001.03.010.

摘要

本文针对邮政生产建筑的特点，具体分析了长沙邮政第二枢纽工程的工程实际情况，确定了强夯结合换填的地基处理方案，提出了针对性的检测方案。实践证明，强夯结合换填法加固地质分布起伏较大区域的砾质粘性回填土，效果显著，经济效益和社会效益突出。

Abstract

Based on the characteristics of mail center building and analysis of practical conditions of No.2 Mail Center of Changsha

plan of dynamic compaction & roller compaction is decided.It is prooved by practice that dynamic compaction & roller compaction is effecive to consolidate gravel clay fill in undulating landform with good economic and social benefit.

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