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The Joint Board Cable Foundation Ultimate Pullout Resistance Formula Derivation and Aided Program Design

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Abstract

As a new type of transmission line foundation developed by the author, joint board cable foundation has obtained an invention patent and has a good application in the transmission tower foundation of thick collapsible loess regions. The research on the ultimate tensile strength of the base plate will be the key to carry on this design. In order to do a better job in the general design of the base plate, the author starts with the research on the uplift resistance theory of joint board cable foundation, who has put forward uplift resistance theory of joint board cable foundation formula, simplified the formula, and derived the calculation formula of the uplift stability of joint board cable foundation. The author has calculated dimensionless coefficient by self-compiled program and has studied on the rationality of the simplified calculation formula. The results from the study indicate that the calculation formula of the uplift stability of joint board cable foundation is easy to use, dimensionless coefficient can be derived through using chinese procedure, the formula reduces the computational difficulty of lower plate uplift resistance, the rationality and accuracy of the formula are proved through the research on the rationality of the simplified formula.

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References

  1. Wang, D., Hu, Y., & Randolpf, M. F. (2010). Three-dimensional large deformation finite-element analysis of plate anchors in uniform clay. Journal of Geotechnical and Geoenvironmental Engineering, 136(2), 355–365.

    Article  Google Scholar 

  2. Wang, D., Hu, Y., & Randolpf, M. F. (2011). Keying of rectangular plate anchors in normally consolidated clays. Journal of Geotechnical and Geoenvironmental Engineering, 137(12), 1244–1253.

    Article  Google Scholar 

  3. Chen, C. F., Tang, Y., & Liang, G. (2016). Elastic-plastic analysis for bolts in ground with shear modulus increasing following an exponential function with depth. Journal of Central South University (Science and Technology), 47(3), 905–912.

    Google Scholar 

  4. Deng, X. F., Wu, J., Liang, C., Chen, S. Q., & He, H. S. (2016). A numerical study on determination of the deformation modulus of soil based on pull-out test of uplift-pile. Chinese Journal of Underground Space and Engineering, 12(1), 77–83.

    Google Scholar 

  5. Song, Z., Hu, Y., & Randolph, M. F. (2008). Numerical simulation of vertical pullout of plate anchors in clay. Journal of Geotechnical and Geoenvironmental Engineering, 134(6), 866–875.

    Article  Google Scholar 

  6. Sun, X., Yang, M., & Mo, H. (2008). Displacement of base-enlarged tension piles caculated by load transfer method. Chinese Journal of Geotechnical Engineering, 30(12), 1815–1820.

    Google Scholar 

  7. Xiaoli, S., & Haihong, M. (2009). An analytical calculation method for displacement of under-reamed tension piles. Chinese Journal of Rock Mechanics and Engineering, 35, 3008–3014.

    Google Scholar 

  8. Murray, E. J., & Geddes, J. D. (1987). Uplift of anchor plates in sand. Journal of Geotechnical Engineering, 113, 202–215.

    Article  Google Scholar 

  9. Huang, M., & Yu, S. (2013). Pull-out capacity of strip anchor plate in sand based on block set mechanism. Chinese Journal of Geotechnical Engineering, 35(2), 201–207.

    Google Scholar 

  10. Long, Yu., Jun, L., & Xianjing, K. (2007). Stability of plate anchors in NC clay. Rock and Soil Mechanics, 28(7), 1427–1434.

    Google Scholar 

  11. Ilamparuthi, K., Dickin, E. A., & Muthukrishnaiah, K. (2002). Experimental investigation of the uplift behavior of circular plate anchors embedded in sand. Canadian Geotechnical Journal, 39, 648–664.

    Article  Google Scholar 

  12. Xuefeng, F., Zhe, L., & Zhixin, Y. (2014). Vertical uplift capacity of combined cable-slab foundation in loess and influencing factors. Science & Technology Review, 32(36), 86–92.

    Google Scholar 

  13. Meryerhof, G. G., & Adams, J. I. (1968). The ultimate uplift capacity of foundations. Canadian Geotechnical Journal, 5, 224–225.

    Google Scholar 

  14. Dickin, E. A., & Leung, C. F. (1990). Performance of piles with enlarged bases subject to uplift forces. Canadian Geotechnical Journal, 27, 546–556.

    Article  Google Scholar 

  15. Rao, K. S. S., & Kumar, J. (1994). Vertical uplift capacity of horizontal anchors. Journal of Geotechnical Engineering, 7, 1134–1147.

    Article  Google Scholar 

  16. Lianheng, Z., Qiang, L., Liang, L., & Hancheng, D. (2009). Ultimate pullout capacity of horizontal rectangular plate anchors. Chinese Journal of Geotechnical Engineering, 31(9), 1414–1420.

    Google Scholar 

  17. Nianwu, L., Zhongmiao, Z., Qianqing, Z., et al. (2013). Destructive field tests on mobilization of end resistance of cast-in situ bored piles. Journal of Central South University of Technology, 20(4), 1071–1078.

    Article  Google Scholar 

  18. Huang, M., Zhou, Z., & Ou, J. (2014). Nonlinear analysis on load transfer mechanism of wholly grouted anchor rod along anchoring section. Chinese Journal of Rock Mechanics and Engineering, 33(2), 3992–3997.

    Google Scholar 

  19. Hui, W., Yuan-cheng, G., & Yan-qing, W. (2015). Establishment of energy equation for composite support system of prestressed anchors and soil nails based on simplified model. Railway Engineering, 9, 82–85.

    Google Scholar 

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Acknowledgements

The authors acknowledge the National Natural Science Foundation of China (Grant: 41372307).

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Authors and Affiliations

  1. School of Civil Engineering and Mechanics, LanZhou University, Lanzhou, 730000, People’s Republic of China

    Yiping Luo

  2. Technology and Economy Research Institute of Gansu Electric Power Company, Lanzhou, 730000, People’s Republic of China

    Yiping Luo & Guobing Xue

  3. State Grid GanSu Maintenance Company, Lanzhou, 730000, People’s Republic of China

    Yongjie Deng

  4. School of Hydraulic and Environmental Engineering, Three Gorges University, Yichang, 443002, People’s Republic of China

    Xiaochun Lu

Authors
  1. Yiping Luo
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  2. Yongjie Deng
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  3. Guobing Xue
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  4. Xiaochun Lu
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Correspondence to Yongjie Deng.

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Luo, Y., Deng, Y., Xue, G. et al. The Joint Board Cable Foundation Ultimate Pullout Resistance Formula Derivation and Aided Program Design. Wireless Pers Commun 102, 3187–3203 (2018). https://doi.org/10.1007/s11277-018-5345-x

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  • DOI: https://doi.org/10.1007/s11277-018-5345-x

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