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海堤工程地基处理中碎石桩的设计与应用

许凤荣 赵一丞 郑文超

海河水利Issue(9):18-22,5.
海河水利Issue(9):18-22,5.DOI:10.3969/j.issn.1004-7328.2025.09.005

海堤工程地基处理中碎石桩的设计与应用

Design and Application of Gravel Piles in Foundation Treatment for Seawall Projects

许凤荣 1赵一丞 1郑文超1

作者信息

  • 1. 中水北方勘测设计研究有限责任公司,天津 300222
  • 折叠

摘要

Abstract

Gravel(sand)piles are constructed by creating holes in the foundation using methods such as hammering,vibratory pipe sinking,or vibro-flotation.A mixture of gravel and sand is then vibrated and compacted into the pile holes,forming dense granular piles primarily composed of gravel or sand.Gravel(sand)piles serve multiple functions,including compaction,drainage,replacement,and increasing pile stiffness.The interaction between the piles and the surrounding soil forms a composite foundation,which enhances the foundation's compression modulus,reduces settlement deformation,and mitigates seismic liquefaction.In a seawall project with both seismic liquefaction and soft soil foundation issues,theoretical calculations and engineering practice have demonstrated that the gravel(sand)pile composite foundation treatment is highly applicable,feasible,and effective,simultaneously addressing both seismic liquefaction and soft soil foundation problems.

关键词

碎(砂)石桩/地震液化/软土地基/复合地基/标准贯入试验

Key words

gravel(sand)pile/seismic liquefaction/soft soil foundation/composite foundation/standard penetration test

分类

建筑与水利

引用本文复制引用

许凤荣,赵一丞,郑文超..海堤工程地基处理中碎石桩的设计与应用[J].海河水利,2025,(9):18-22,5.

海河水利

1004-7328

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