桩帽对CFG桩复合地基的影响

来源 :建筑施工 | 被引量 : 0次 | 上传用户：qqwc112

【摘要】

：

结合武汉智能网联汽车测试场项目,以理论分析和数值计算为手段,比较分析了有桩帽的CFG桩与无桩帽的CFG桩复合地基的变形及受力的差异,进而分析了桩帽的尺寸及强度对复合地基以及桩间土的影响.研究结果表明:桩帽改变了复合地基桩及桩间土的受力和变形;桩帽的尺寸越大,桩顶的位移越大,桩间土的位移越小;桩帽的强度越大,桩顶位移及桩间土的位移越小,当桩帽强度等级大于C30时,桩帽强度的影响力变小.

【作者】

：

於程席刘鹏

【机构】

：

中国建筑第二工程局有限公司华东公司上海 200135

【出处】

：

建筑施工

【发表日期】

：

2022年1期

【关键词】

：

桩帽复合地基数值计算 CFG桩

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桩帽对CFG桩复合地基的影响

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