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TEST RESEARCH ON FAILURE MECHANISM OF ROCK-SOCKETED PILE IN KARST AREA

机译:岩溶地区嵌岩桩破坏机理试验研究。

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摘要

Based on indoor model test,the research on failure mechanism of rock-socketed pile was carried on.The test indicated that,the failure process was divided into three stages,they were stably bear load stage,cracks occurred stage and failure stage,there were three special zones,they were tensile area near pile,compression area under pile tip and tensile area under a certain depth,the failure reason maybe tensile shear failure or compression shear failure,and cave roof thickness 3d was the critical value of different failure modes.Known from test results,the failure modes could be divided into four types,they were punching failure,collapsed zone failure,sector plastic zone failure and tearing failure.
机译:在室内模型试验的基础上,对嵌岩桩的破坏机理进行了研究。试验表明,破坏过程分为三个阶段,分别为稳定承受载荷阶段,裂纹发生阶段和破坏阶段。三个特殊区域分别是桩附近的抗拉面积,桩尖下的压缩面积和一定深度的抗拉面积,其破坏原因可能是拉伸剪切破坏或压缩剪切破坏,而洞顶厚度3d是不同破坏方式的临界值。从测试结果可知,破坏方式可分为冲压破坏,塌陷破坏,塑性区破坏和撕裂破坏四种类型。

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  • 来源
  • 会议地点 Shenyang(CN)
  • 作者单位

    China Jingye Engineering Corporation Limited;

    Central Research Institute of Building and Construction.MCC Beijing 100088,China;

    China Jingye Engineering Corporation Limited;

    Central Research Institute of Building and Construction.MCC Beijing 100088,China;

    China Jingye Engineering Corporation Limited;

    Central Research Institute of Building and Construction.MCC Beijing 100088,China;

    China Jingye Engineering Corporation Limited;

    Central Research Institute of Building and Construction.MCC Beijing 100088,China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 钻探工程;
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