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m法和k法可灵活组合的刚性抗滑桩计算公式

Formula for Calculation of Anti-slip Pile with Different Compositions of k-method and m-method

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【作者】 赵德安郑静李双洋陈志敏蔡小林

【Author】 Zhao Dean1,Zheng Jing2,Li Shuangyang1,Chen Zhimin1,Cai Xiaolin1(1.Civil Engineering and Architecture College, Lanzhou Railway University, Lanzhou730070, China;2. Northwestern Research Institute, China’s Railway Engineering Company, Lanzhou730000, China) 

【机构】 兰州铁道学院土木建筑学院中铁西北科学研究院兰州铁道学院土木建筑学院 甘肃兰州 730070甘肃兰州 730000甘肃兰州 730070甘肃兰州 730070

【摘要】 推导了置于两层滑床土中刚性抗滑桩的桩侧应力和桩身弯矩及剪力的解析解,编写了相应的计算机程序.并给出了工程算例.此公式对m法和k法可灵活组合应用,对抗滑桩设计有很好的实用价值.

【Abstract】 The analytical formula of force calculation and soilstress evaluation for antislip pile embedded in two layers are deduced. A flow chart of the method for engineering use is given. The so called mmethod and kmethod which describe the soil stiffness can be composed for the two layers in a desirable situation. An example is finally performed and quite effective results are shown. The formula is valuable in practical application.

【关键词】 抗滑桩m法k法解析解
【Key words】 anti-slip pilek-methodm-methodanalytical solution
【基金】 甘肃省教育厅科技计划项目(02B17-07)
  • 【文献出处】 兰州铁道学院学报 ,Journal of Lanzhou Railway Institute , 编辑部邮箱 ,2003年01期
  • 【分类号】U213.152.1
  • 【被引频次】7
  • 【下载频次】423
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