节点文献

钻孔桩泥皮土与桩间土性状试验研究

Studies on characteristics of mudcake and soil between bored piles

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 张忠苗张广兴吴庆勇辛公锋

【Author】 ZHANG Zhong-miao,ZHANG Guang-xing,WU Qing-yong,XIN Gong-feng(Institute of Geotechnical Engineering,Zhejiang University,Hangzhou 310027,China)

【机构】 浙江大学岩土工程研究所浙江大学岩土工程研究所 浙江杭州310027浙江杭州310027

【摘要】 通过对杭州地区淤泥质土、粘土和砂质粉土地层中现场取样的桩侧泥皮土和桩间土的室内物理力学参数对比试验,研究了泥皮土和桩间土在物理力学性状上的差异,分析了泥皮土对钻孔灌注桩桩侧摩阻力的影响。通过对掺入不同水泥浆含量的混合土的物理力学参数的试验研究,分析了水泥浆对改善桩侧泥皮土物理力学性状的作用效果。结果表明:泥皮土具有含水率高、孔隙比大、压缩性高、摩擦力低、抗剪强度低等特点,其工程性质明显比桩间土差,形成了桩土间的薄弱层,降低了桩侧摩阻力,注入水泥浆能有效的改善泥皮性状。

【Abstract】 Through laboratory tests on mudcake and soil between bored piles in mud,clay and silt in Hangzhou,the influence of mudcake on shaft friction and the difference between mudcake and soil between bored piles were studied.In addition,by using laboratory tests on mud mixed with cement grout,the improved effect on mudcake with cement grout was analyzed.It was shown that compared with soil between bored piles,mudcake had high moisture content,high void ratio,high compressibility,low friction and shear strength.Mudcake was weaker than the pormer and became a weak layer between pile and soil and reduced the shaft friction of piles.Grouting could evidently improve mudcake.

【关键词】 钻孔灌注桩泥皮三轴试验变形
【Key words】 bored pilemudcaketriaxial testdeformation
【基金】 国家自然科学基金资助项目(50478080)
  • 【文献出处】 岩土工程学报 ,Chinese Journal of Geotechnical Engineering , 编辑部邮箱 ,2006年06期
  • 【分类号】TU473.1
  • 【被引频次】75
  • 【下载频次】743
节点文献中: 

本文链接的文献网络图示:

本文的引文网络