双排桩支护运用于淤泥质软土基坑的实践研究
投稿时间:2014-06-03  修订日期:2015-01-15  点此下载全文
引用本文:易星,何成燕.双排桩支护运用于淤泥质软土基坑的实践研究[J].钻探工程,2015,42(2):79-81.
YI Xing,HE Cheng-yan. Practice Research on Application of Double-row Piles Used in Foundation Pit Retaining in Silt Soft Soil[J]. Drilling Engineering, 2015,42(2):79-81.
摘要点击次数: 998
全文下载次数: 686
作者单位E-mail
易星* 中国水利水电第十工程局有限公司 117226815@QQ.COM 
何成燕 中国水利水电第十工程局有限公司 80911926@QQ.COM 
中文摘要:昆明地区地下土层多为古滇池沉积而成,地下多存在较厚的淤泥质土。该地区常用的基坑支护形式为桩锚结构,在昆明二环东路的昙华山水园项目,创新性地在该地区使用了双排桩支护结构,取得了良好效果。结合该工程分析了双排桩的支护特点、计算模型及施工效果,总结了施工技术经验,并提出了淤泥质软土地层采用双排桩进行支护的改进建议。
中文关键词:淤泥质土  软土地层  基坑支护  双排桩支护
 
Practice Research on Application of Double-row Piles Used in Foundation Pit Retaining in Silt Soft Soil
Abstract:The soil layer in Kunming is mostly formed by the deposition of ancient Dianchi, thick silt soil exists in the underground. The pile anchor structure is commonly used for foundation pit retaining in this area. The innovative application of double-row piles retaining was carried out in a project with good effects. According to this project construction, the paper analyzes the retaining characteristics, calculation model and construction effect, summarizes the technical experience and puts forward the improvement suggestions to double-row piles retaining in silt soft soil layer.
keywords:silty soil  soft soil layer  foundation pit retaining  double-row piles retaining
查看全文  查看/发表评论  下载PDF阅读器