大直径深嵌岩桩的承载特性与桩长设计研究  

Study on Bearing Characteristic of Large-diameter Deep-socketed Pile and Pile Length Design

作　　者：龚成中[1,2] 何春林[1] 戴国亮[2] 

机构地区：[1]淮阴工学院建筑工程学院,江苏淮安223001 [2]东南大学土木学院,南京210096

出　　处：《路基工程》2011年第2期14-16,共3页Subgrade Engineering

基　　金：国家科技支撑计划课题(2008BAG07B01)

摘　　要：基于自平衡桩基测试技术,根据荆岳长江公路大桥一桩的静载荷试验,对其泥质岩地区大直径钻孔嵌岩桩,在嵌岩深度较大情况下的承载特性进行了研究。结果表明:大直径深长嵌岩桩桩顶的Q-S曲线主要是缓变型为主,属摩擦型桩。根据实测的桩侧荷载位移曲线,利用荷载传递法,研究了桩端缩短5,10 m两种情况下桩顶的荷载大小及其相应的位移情况,为桩长的设计提供了依据。Based on self-balancing pile foundation testing technology,the bearing characteristic of large-diameter bored socketed pile in mud rock area with deep socket length is studied according to the static load test on a pile of Jingyue Yangtze River Highway Bridge.The result shows that Q-S Curve of large-diameter deep-socketed pile tip is mainly of easement curve,belonging to friction pile.According to the measured lateral load displacement curve,the load of pile tip when shortened 5 m and 10 m and the corresponding displacement are separately studied using load transfer method,which provides reference for pile length design.

关 键 词：桥梁工程 承载特性 自平衡法 桩侧阻力 桩长设计 

分 类 号：TU473.1[建筑科学—结构工程]