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黄土地层中锚杆受力性能试验分析

Experimental analysis of anchor’s stress performance in collapsible loess layer

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【作者】 陈广峰米海珍

【Author】 CHEN Guang feng 1, MI Hai zhen 2 (1. College of Civil Engineering, China Univ. of Mining Tech., Xuzhou 221008; 2. College of Civil Engineering Gansu Univ. of Tech., Lanzhou 730050, China)

【机构】 中国矿业大学建筑工程学院甘肃工业大学土木工程学院 江苏徐州221008甘肃兰州730050

【摘要】 介绍了以黄土地层作为支护对象的锚杆室内模型试验 .试验表明 :锚杆受力规律与在其它支护介质中相似 .按理论推导得到了最佳安装角αopt的计算公式 ,将其简化为αopt=6 0°- φ(其中 φ为土的内摩擦角 ) ,并提出了剪力沿锚杆长度分布的“黄金分割”规律 ,得出了各种锚固 (不同锚固角 )情况下的有效锚固长度 .

【Abstract】 A model test of anchor in laboratory is presented, where the loess is taken as the supported object. The test results show that the stress distribution pattern of the anchor is similar to that when other supporting media are used. An approach calculation formula for optimum embedding angle α opt is deduced with the classic theory, and the formula is simplified as α opt =60- φ(φ being the internal friction angle of loess media). Meanwhile, a golden section pattern for variation of shearing force along the anchor is proposed here and effective anchoring length is obtained for several different embedding angles.

  • 【文献出处】 甘肃工业大学学报 ,Journal of Gansu University of Technology , 编辑部邮箱 ,2003年01期
  • 【分类号】TU411
  • 【被引频次】66
  • 【下载频次】339
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