<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Article Authoring DTD v1.4 20240229//EN" "JATS-articleauthoring1.dtd">
<article article-type="research-article" xml:lang="zh-CN" xmlns:xlink="http://www.w3.org/1999/xlink">
  <front>
    <journal-meta>
      <journal-id journal-id-type="publisher-id">29</journal-id>
      <journal-title-group>
        <journal-title>《建筑施工与发展》</journal-title>
        <abbrev-journal-title>CONSTRUCTION AND DEVEL OPMENT</abbrev-journal-title>
      </journal-title-group>
      <issn>ISSN：2737-4262；EISSN:2705-1269</issn>
      <publisher>
        <publisher-name>华文科学出版社</publisher-name>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.12421/JZSGYFZ2705-1269-25071817</article-id>
      <article-id pub-id-type="publisher-id">22670</article-id>
      <title-group>
        <article-title>某项目后注浆灌注桩承载力不足原因分析及处理建议</article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <string-name>冯普稼 中国有色金属工业西安勘察设计研究院有限公司</string-name>
        </contrib>
      </contrib-group>
      <pub-date pub-type="epub">
        <year>2025</year>
        <month>18</month>
      </pub-date>
      <issue>18</issue>
      <abstract>
        <p>以某项目的桩基工程为实例，根据静载试验结果、低应变检测结果、钻芯法检测结果和土层地质情况，综合分析了工程灌注桩承
载力不满足设计要求的原因，并提出了几种可行性处理方案以解决灌注桩承载力不足的问题。
关键词：灌注桩；后注浆；单桩承载力；沉渣；施工质量；</p>
      </abstract>
    </article-meta>
  </front>
</article>
