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Volume 36 Issue 6
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Abstract
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DUAN Jian, YAN Zhi-xin. Natural frequency and parameter influence of slope anchorage system[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1051-1056. DOI: 10.11779/CJGE201406009
Citation: DUAN Jian, YAN Zhi-xin. Natural frequency and parameter influence of slope anchorage system[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1051-1056. DOI: 10.11779/CJGE201406009
shu

Natural frequency and parameter influence of slope anchorage system

  • 1. School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China; 2. Key Laboratory of Mechanics on Disaster and Environment in Western China (Lanzhou University), Ministry of Education, Lanzhou 730000, China

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  • Received Date: September 11, 2013
  • Published Date: June 19, 2014
    Graphical Abstract
    • Abstract
  • According to some assumptions, the dynamic mechanical model for slope anchorage system is established for free vibration. Some formulas for the natural frequency and the corresponding vibration modes of anchorage system are deduced. Compared to that of the other methods, the feasibility of the theoretical formulas is verified through a specific example. Meanwhile, the natural frequency of slope anchorage system is analyzed under the influence of different parameters, anchor length, equivalent lumped mass and stiffness coefficient . The inherent laws between them are discussed. It is found that the anchor length and the value of stiffness coefficient have less effect on the low-order natural frequency, and their impact on the size of high-order natural frequency is larger. The equivalent lumped mass has less effect on the natural frequency of slope anchorage system. The slope anchorage system has the natural frequency of linear vibration mode under certain conditions.
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    • References (15)
  • [1]
    周德培, 张建经, 汤涌. 汶川地震中道路边坡工程震害分析[J]. 岩石力学及工程学报, 2010, 29(3): 565-576. (ZHOU De-pei, ZHANG Jian-jing, TANG Yong. Seismic damage analysis of road slopes in Wenchuan Earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(3): 565-576. (in Chinese))
    [2]
    IVANOVIĆ A, NEILSON R D, RODGER A A. Lumped parameter modelling of single-tendon ground anchorage systems[J]. Geotechnical Engineering, 2001, 149(2): 103-113.
    [3]
    IVANOVIĆ A, STARKEY A, NEILSON R D, et al. The influence of load on the frequency response of rock bolt anchorage[J]. Advances in Engineering Software, 2003, 34(11): 697-705.
    [4]
    董建华, 朱彦鹏. 土钉土体系统动力模型的建立及地震响应分析[J]. 力学学报, 2009, 41(2): 236-242. (DONG Jian-hua, ZHU Yan-peng. Dynamic calculation model and seismic response for the system of soil nailing and surrounding soil[J]. Chinese Journal of Theoretical and Applied Mechanics, 2009, 41(2): 236-242. (in Chinese))
    [5]
    董建华, 朱彦鹏, 马巍. 框架预应力锚杆边坡支护结构动力计算方法研究[J]. 工程力学, 2013, 30(5): 250-258. (DONG Jian-hua, ZHU Yan-peng, MA Wei. Study on dynamic calculation method for frame supporting structure with pre-stress anchors[J]. Engineering Mechanics, 2013, 30(5): 250-258. (in Chinese))
    [6]
    叶海林, 郑颖人, 黄润秋, 等. 锚杆支护岩质边坡地震动力响应分析[J]. 后勤工程学院学报, 2010, 26(4): 1-7. (YE Hai-lin, ZHENG Ying-ren, HUANG Run-qiu, et al. Analysis on dynamic response of rockbolt in rock slope under earthquake[J]. Journal of Logistical Engineering University, 2010, 26(4): 1-7. (in Chinese))
    [7]
    叶海林, 黄润秋, 郑颖人, 等. 岩质边坡锚杆支护参数地震敏感性分析[J]. 岩土工程学报, 2010, 32(9): 1374-1379. (YE Hai-lin, HUANG Run-qiu, ZHENG Ying-ren, et al. Sensitivity analysis of parameters for bolts in rock slopes under earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(9): 1374-1379. (in Chinese))
    [8]
    HONG Yung-shan, CHEN Rong-her, WU Cho-sen, et al. Shaking table tests and stability analysis of steep nailed slopes[J]. Canadian Geotechnical Journal, 2005, 42(5): 1264-1279.
    [9]
    张明聚, 吕琦, 李立云, 等. 土钉支护边坡动力性能参数分析[J]. 岩土工程学报, 2010, 32(11): 1758-1763. (ZHANG Ming-ju, LÜ Qi, LI Li-yun, et al. Parametric analysis for a seismic behavior of soil nailing system[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1758-1763. (in Chinese))
    [10]
    文畅平, 杨果林. 格构式框架护坡地震动位移模式的振动台试验研究[J]. 岩石力学与工程学报, 2011, 30(10): 2076-2083. (WEN Chang-ping, YANG Guo-lin. Shaking table model test study of seismic displacement mode of slope with anchor lattice frame structure[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(10): 2076-2083. (in Chinese))
    [11]
    叶海林, 郑颖人, 陆新, 等. 边坡锚杆地震动特性的振动台试验研究[J]. 土木工程学报, 2011, 44(增刊): 152-157. (YE Hai-lin, ZHENG Ying-ren, LU Xin, et al. Shaking table test on anchor bars of slope under earthquake[J]. China Civil Engineering Journal, 2011, 44(S0): 152-157. (in Chinese))
    [12]
    LYSMER J, RICHART F E. Dynamic response of footing to vertical loading[J]. Journal of Soil Mechanics and Foundation Division, ASCE, 1966, 92(1): 65-91.
    [13]
    NOVAK M, NOGAMI T, ABOUL-ELLA F. Dynamic soil reaction for plain strain case[J]. Journal of the Engineering Mechanics Division, 1978, 104(4): 953-959.
    [14]
    王腾, 王奎华, 谢康和. 成层土中桩的纵向振动理论研究及应用[J]. 土木工程学报, 2002, 35(1): 83-87. (WANG Teng, WANG Kui-hua, XIE Kang-he. Study on vibration properties of piles in layered soils[J]. China Civil Engineering Journal, 2002, 35(1): 83-87. (in Chinese))
    [15]
    倪振华. 振动力学[M]. 西安: 西安交通大学出版社, 1990. (NI Zhen-hua. Vibration mechanics[M]. Xi'an: Xi'an Jiaotong University Press, 1990. (in Chinese))
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