孔内深层夯扩挤密桩地基的应用及设计

陈冬丽

铁道工程学报 ›› 2001, Vol. 18 ›› Issue (2) : 127-129.

PDF(161 KB)
PDF(161 KB)
铁道工程学报 ›› 2001, Vol. 18 ›› Issue (2) : 127-129.
路网研究

孔内深层夯扩挤密桩地基的应用及设计

  • 陈冬丽
作者信息 +

APPLICATION AND DESIGN ON FOUNDATION OF ENLARGED COMPACTION PILE BY TAMPING IN DEEP LAYER OF BORED HOLE

  • CHEN Dong-li
Author information +
文章历史 +

摘要

本文介绍了“孔内深层夯扩挤密桩”用于大厚度黄上、杂填上、液化上、各类软弱上、湿陷性黄上等地基处理的作用机理、设计计算方法和试验测试。该方法能有效地消除黄上的湿陷性并提高地基的强度。同时使用建筑垃圾作为夯填料能大量消纳建筑及工业垃圾,变废为宝,具有良好的经济效益和社会效益。

Abstract

The "enlarged compaction pile by tamping deep layer of bored hole" had been used on treatment of foundations with large thickness of loess, mixed earthfill, liquefied soil, different kinds of weak soft soil, swelling loess, etc. Their effective mechanism, design calculating methods, test and examinations arc introduced in this paper. This method can eliminate the swelling property of loess effectively and raise the strength of the foundation. At the same time, a large amount of architectural and industry residues are used for tamping and filling materials. There are good economic and social benefits due to convert residues to the useful materials.

关键词

钻孔 / 夯扩挤密桩 / 碴土桩

Key words

bored hole / enlarged compaction pile by tamping / residue-soil pile

引用本文

导出引用
陈冬丽. 孔内深层夯扩挤密桩地基的应用及设计[J]. 铁道工程学报, 2001, 18(2): 127-129
CHEN Dong-li. APPLICATION AND DESIGN ON FOUNDATION OF ENLARGED COMPACTION PILE BY TAMPING IN DEEP LAYER OF BORED HOLE[J]. Journal of Railway Engineering Society, 2001, 18(2): 127-129
中图分类号: TU528   

PDF(161 KB)

2759

Accesses

0

Citation

Detail

段落导航
相关文章

/