广东交通职业技术学院学报
廣東交通職業技術學院學報
엄동교통직업기술학원학보
JOURNAL OF GUANGDONG COMMUNICATION POLYTECHNIC
2012年
2期
4-7
,共4页
素砼桩复合地基%高速公路拓宽%软土地基%沉降变形特性
素砼樁複閤地基%高速公路拓寬%軟土地基%沉降變形特性
소동장복합지기%고속공로탁관%연토지기%침강변형특성
concrete pile composite foundation%widening of highway%soft ground%characteristics of settlement and deformation
以在建的佛开高速公路谢边至三堡段扩建工程软基试验段为依托，在新老路堤采用合理的拼接措施，软土地基采用素砼桩复合地基进行处理的基础上，结合现场监测数据，分析研究素砼桩复合地基处理高速公路拓宽工程软基的沉降变形特性。
以在建的彿開高速公路謝邊至三堡段擴建工程軟基試驗段為依託，在新老路隄採用閤理的拼接措施，軟土地基採用素砼樁複閤地基進行處理的基礎上，結閤現場鑑測數據，分析研究素砼樁複閤地基處理高速公路拓寬工程軟基的沉降變形特性。
이재건적불개고속공로사변지삼보단확건공정연기시험단위의탁，재신로로제채용합리적병접조시，연토지기채용소동장복합지기진행처리적기출상，결합현장감측수거，분석연구소동장복합지기처리고속공로탁관공정연기적침강변형특성。
Take the soft ground test section of Xiebian-Sanbao Section, Fokai Freeway as an example, based on the reasonable juncture measures of old and new embankment, combined with concrete pile composite foundation on the soft soil ground, combined with the on-site monitoring data, the characteristics of settlement and deformation of new and existing embankments on soft ground with concrete pile composite foundation are systematically researched.
