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素土挤密桩复合地基检测方法及质量提升策略研究

张磊军 李彦彦 姚远 郭高强

科技创新与应用2025,Vol.15Issue(17):136-138,142,4.
科技创新与应用2025,Vol.15Issue(17):136-138,142,4.DOI:10.19981/j.CN23-1581/G3.2025.17.029

素土挤密桩复合地基检测方法及质量提升策略研究

张磊军 1李彦彦 2姚远 1郭高强1

作者信息

  • 1. 陕西中恒勘测设计有限公司,西安 710018
  • 2. 西安大地工程检测有限公司,西安 710018
  • 折叠

摘要

Abstract

The foundation is the key medium for structural load transmission and dispersion,and its bearing capacity and stability play a decisive role in the realization of the overall function of the project and long-term safety and stability.Foundation testing is the core means to evaluate foundation bearing performance and construction quality.Its results provide scientific basis and data support for engineering design optimization and construction safety control.In this study,taking the No.2 commercial building of RH Project in Xi'an City as an example,methods such as composite foundation load test,compaction coefficient test,compaction coefficient test and collapsible test are used to test the composite foundation of plain soil compaction pile,and strategies to improve the quality of testing of plain soil compaction pile composite foundation are proposed,in order to provide guarantee for the safe construction and stable operation of the project.

关键词

地基检测/素土挤密桩/检测质量/提升策略/复合地基

Key words

foundation testing/plain soil compaction pile/inspection quality/improvement strategy/composite foundation

分类

建筑与水利

引用本文复制引用

张磊军,李彦彦,姚远,郭高强..素土挤密桩复合地基检测方法及质量提升策略研究[J].科技创新与应用,2025,15(17):136-138,142,4.

科技创新与应用

2095-2945

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