倾斜悬臂支护桩受力变形特性模型试验

详细信息    查看全文 | 推荐本文 |

英文篇名：MODEL TEST ON BEARING AND DEFORMATION CHARACTERISTICS OF INCLINED CANTILEVER PILE IN DEEP EXCAVATION SUPPORT 作者：孔德森 ; 张杰 ; 王士权 ; 刘一 英文作者：KONG Desen;ZHANG Jie;WANG Shiquan;LIU Yi;College of Civil Engineering and Architecture,Shandong University of Science and Technology;Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Institute of Rock and Soil Mechanics,Chinese Academy of Sciences; 关键词：倾斜悬臂桩 ; 基坑支护 ; 受力和变形特性 ; 影响因素分析 英文关键词：inclined cantilever pile;;foundation excavation support;;bearing and deformation characteristic;;analysis of influencing factors 中文刊名：GYJZ 英文刊名：Industrial Construction 机构：山东科技大学土木工程与建筑学院;山东省土木工程防灾减灾重点实验室;中国科学院武汉岩土力学研究所; 出版日期：2019-03-20 出版单位：工业建筑 年：2019 期：v.49;No.554 基金：国家自然科学基金项目(41372288);; 山东科技大学研究生科技创新项目(SDKDYC180212) 语种：中文; 页：GYJZ201903025 页数：6 CN：03 ISSN：11-2068/TU 分类号：75+122-126

摘要

在基坑支护工程中采用倾斜悬臂桩作为支护桩,可以有效减小桩顶位移以及桩身弯矩,改善桩身受力和变形特性。根据基坑支护倾斜悬臂桩模型试验,对5种不同工况进行模拟,对比分析倾斜角度、布桩方式、桩顶约束方式、桩位置四种因素对基坑支护倾斜悬臂桩受力变形特性的影响。试验结果表明:在一定范围内增大支护桩倾斜角度、增加桩顶约束都可以有效减小桩顶水平位移,改善桩身的变形和受力状态;斜直交替布桩方式较单纯全斜或全竖直布桩方式能更大地提高桩体抗倾覆能力,保持基坑稳定。
        The inclined cantilever pile is used as the supporting structure in the foundation excavation engineering,which can effectively reduce the displacement of pile top and the bending moment of pile shaft,and improve the bearing and deformation characteristics of piles. Based on a model test of the inclined cantilever pile in deep excavation support,5 different working conditions were simulated. The influences of four factors,such as tilt angle,pile pattern,pile top constraint and pile position,on the characteristics of bearing and deformation were compared and analyzed. The test results showed that increasing the angle of supporting pile or the constraint of pile top could effectively reduce the horizontal displacement of pile top,improve the deformation and stress state of the pile,and improve the anti overturning capacity of the pile. The alternating layout of veritical and inclined piles in deep excavation had better stability more than that of the simple layout of inclined or vertical piles.

引文

[1]周德泉,杨帆,谭焕杰.土体中倾斜桩工程性状研究[J].中外公路,2012(3):14-18.
    [2]胡文红,郑刚.浅层土体加固对倾斜桩竖向承载力影响研究[J].岩土工程学报,2013,35(4):697-706.
    [3]李坤,徐长节,蔡袁强.成层地基中斜桩弯曲性状及其竖向承载力分析[J].工业建筑,2003,33(9):56-59,86.
    [4]朱进军,邵勇.承台下摩擦倾斜桩工作性状分析[J].煤田地质与勘探,2016,44(6):119-123.
    [5]吕凡任,邵红才,金耀华.对称双斜桩桩基础竖向承载力模型试验研究[J].工业建筑,2012,42(5):102-105.
    [6]GEROLYMOS N,GIANNAKOU A,ANASTASOPOULOS I.Evidence of Beneficial Role of Inclined Piles:Observations and Summary of Numerical Analyses[J].Bulletin of Earthquake Engineering,2008,6(4):705-722.
    [7]郑刚,白若虚.倾斜单排桩在水平荷载作用下的性状研究[J].岩土工程学报,2010,32(增刊1):39-45.