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按桩顶沉降控制嵌岩桩竖向承载力的方法
引用本文:赵明华,曹文贵,刘齐建,杨明辉.按桩顶沉降控制嵌岩桩竖向承载力的方法[J].岩土工程学报,2004,26(1):67-71.
作者姓名:赵明华  曹文贵  刘齐建  杨明辉
作者单位:湖南大学岩土工程研究所;湖南大学岩土工程研究所 湖南长沙 410082;湖南长沙 410082;湖南长沙 410082;
基金项目:教育部高等学校博士学科点专项基金资助项目(20020532008)
摘    要:结合现场嵌岩桩试桩资料,深入分析了嵌岩桩的竖向承载机理,并提出了按桩顶沉降量控制嵌岩桩竖向承载力的设想及其相应的计算方法,该方法可充分考虑桩侧土(岩)阻力及桩端岩层阻力的发挥程度,尤其适用于超长嵌岩灌注桩竖向承载力的计算,最后结合某大桥嵌岩桩静载荷试验数据进行了分析,理论计算与实测结果吻合良好。

关 键 词:嵌岩桩  承载机理  竖向承载力  荷载传递模型  
文章编号:1000-4548(2004)01-0067-05

Method of determination of vertical bearing capacity of rock-socketed pile by the settlement of pile top
ZHAO Minghua,CAO Wengui,LIU Qijian,YANG Minghui.Method of determination of vertical bearing capacity of rock-socketed pile by the settlement of pile top[J].Chinese Journal of Geotechnical Engineering,2004,26(1):67-71.
Authors:ZHAO Minghua  CAO Wengui  LIU Qijian  YANG Minghui
Affiliation:Geotechnical Engineering Institute of Hunan University Changsha 410082 China
Abstract:Based on the data from in-situ rock-socketed test piles, the vertical bearing mechanism of rock-socketed piles is deeply discussed in this paper. Further, the idea to determine the vertical bearing capacity of rock-socketed piles by the settlement of pile top is suggested with the corresponding calculating method presented. And the method can consider the development of side friction of soil along the pile shaft and the end bearing by rock at the bottom, which is especially suitable for the determination of vertical bearing capacity of ultra-long, cast-in-place and rock-socketed piles. Finally, an analysis is made on the static loading test data of a rock-socketed pile in a bridge, the results of which show a good agreement with those measured.
Keywords:rock-socketed pile  bearing mechanism  vertical bearing capacity  load transfer model
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