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Volume 40 Issue 5
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WANG Yu, CHEN Wen-hua, WANG Kai-xuan. Effect of soil stratification on deformation of buried pipelines[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(5): 900-909. DOI: 10.11779/CJGE201805015
Citation: WANG Yu, CHEN Wen-hua, WANG Kai-xuan. Effect of soil stratification on deformation of buried pipelines[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(5): 900-909. DOI: 10.11779/CJGE201805015
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Effect of soil stratification on deformation of buried pipelines

  • 1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;
    2. China Academy of Safety Science and Technology, Beijing 100012, China

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  • Revised Date: January 03, 2017
  • Published Date: May 24, 2018
    Graphical Abstract
    • Abstract
  • Soil stratification exerts an important influence on deformation of buried pipelines, and stratified characteristics and deformation laws still need further to be studied. A method for calculating deformation of pipelines is established based on the theory of elastic multi-layer foundation, considering the non-homogeneous features of soils by the transfer matrix method and the finite difference method. The results are compared with those of the traditional theory and FLAC3D via examples. A further study is made to investigate the stratified features of soils and the attenuation laws with depth. The results show that the first underlying soil layer has a significant impact on mechanical response of pipelines and the influence of each layers decreases with the increase of its buried depth. The calculated results obtained by the homogenization method without consideration of the stratification features of soils are dangerous for the upper-soft and lower-hard strata and conservative for the upper-hard and lower-soft strata. The homogeneous solutions which take the attenuation laws of layered soils into account approach to those of stratification. The attenuation function obtained by the weight analysis method accords with the negative exponential distribution, and the attenuation rate in the upper-soft and lower-hard strata is much faster.
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  • [1]
    李镜培, 丁士君. 邻近建筑荷载对地下管线的影响分析[J]. 同济大学学报(自然科学版), 2004, 32(12): 1553-1557. (LI Jing-pei, DING Shi-jun. Influence of additional load caused by adjacent buildings on underground pipeline[J]. Journal of Tongji University(Natural Science), 2004, 32(12): 1553-1557. (in Chinese))
    [2]
    龚晓南, 孙中菊, 俞建霖. 地面超载引起邻近埋地管道的位移分析[J]. 岩土力学, 2015, 36(2): 305-310. (GONG Xiao-nan, SUN Zhong-ju, YU Jian-lin. Analysis of displacement of adjacent buried pipeline caused by ground surcharge[J]. Rock and Soil Mechanics, 2015, 36(2): 305-310. (in Chinese))
    [3]
    FERNANDO N S M, CARTER J P. Elastic analysis of buried pipes under surface patch loadings[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(8): 720-728.
    [4]
    TRICKEY S A, MOORE I D. Three-dimensional response of buried pipes under circular surface loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(2): 219-223.
    [5]
    COREY R, HAN J, KHATRI D K, et al. Laboratory study on geosynthetic protection of buried steel-reinforced HDPE pipes from static loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(6): 1-10.
    [6]
    KHATRI D K, HAN J, PARSONS R L, et al. Laboratory evaluation of deformations of steel-reinforced high-density polyethylene pipes under static Loads[J]. Journal of Materials in Civil Engineering, 2013, 25(12): 1964 - 1969.
    [7]
    周 敏, 杜延军, 王 非. 地层沉陷中埋地 HDPE 管道力学状态及模型试验分析[J]. 岩土工程学报, 2016, 38(2): 253-262. (ZHOU Min, DU Yan-jun, WANG Fei, et al. Physical modeling of mechanical responses of HDPE pipes and subsurface settlement caused by land subsidence[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 253-262. (in Chinese))
    [8]
    张治国, 黄茂松, 张孟喜, 等. 层状地基中盾构隧道开挖非均匀收敛引起临近管道变形预测[J]. 岩石力学与工程学报, 2010, 29(9): 1867-1876. (ZHANG Zhi-guo, HUANG Mao-song, ZHANG Meng-xi, et al. Deformation prediction of adjacent pipeline due to non-uniform convergence of shield tunneling in layered soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(9): 1867-1876. (in Chinese))
    [9]
    ZHANG C R, YU J, HUANG M S. Effects of tunneling on existing pipelines in layered soils[J]. Computers and Geotechnics, 2012, 43(2): 12-25.
    [10]
    艾智勇, 张逸帆. 层状横观各向同性地基与刚性条形基础共同作用分析[J]. 岩土工程学报, 2014, 36(4): 752-756. (AI Zhi-yong, ZHANG Yi-fan. Interactive analysis of a rigid strip footing on transversely isotropic layered soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 752-756. (in Chinese))
    [11]
    李 波, 黄茂松. 层状地基中单桩一桩帽一土共同作用等效剪切位移法[J]. 土木建筑与环境工程, 2013, 35(1): 32-39. (LI Bo, HUANG Mao-song. An Equivalent shear displacement method of single capped pile in layered soil[J]. Journal of Civil Architectural and Environmental Engineering, 2013, 35(1): 32-39. (in Chinese))
    [12]
    AI Z Y, LI Z X, CHENG Y C. BEM analysis of elastic foundation beams on multilayered isotropic soils[J]. Soils and Foundations, 2014, 54(4): 667-674.
    [13]
    钟 阳. 多层弹性半空间问题解的精确刚度矩阵法[J]. 应用力学学报, 2008, 25(2): 316-319. (ZHONG Yang. Explicit solution of multilayer elastic half-space by exact stiffness matrix method[J]. Chinese Journal of Applied Mechanics, 2008, 25(2): 316-319. (in Chinese))
    [14]
    阳恩慧, 艾长发, 邱延峻. 采用刚度矩阵法的弹性层状体系数值解法[J]. 交通运输工程学报, 2014, 14(4): 14-24. (YANG En-hui, AI Chang-fa, QIU Yan-jun. Numerical method of multi-layer elastic system by using stiffness matrix method[J]. Journal of Traffic and Transportation Engineering, 2014, 14(4): 14-24. (in Chinese))
    [15]
    艾智勇, 杨轲舒. 横观各向同性层状地基上弹性矩形板的参数研究[J]. 岩土工程学报, 2016, 38(8): 1442-1446. (AI Zhi-yong, YANG Ke-shu. Parametric study on an elastic rectangle plate on transversely isotropic multi-layered soils [J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1442-1446. (in Chinese))
    [16]
    徐芝纶. 弹性力学[M]. 5版. 北京: 高等教育出版社, 2016: 212-226. (XU Zhi-lun. Elasticity[M]. 5th ed. Beijing: Higher Education Press, 2016: 212-226. (in Chinese))
    [17]
    李广信, 张丙印, 于玉贞. 土力学[M]. 2版. 北京: 清华大学出版社, 2013: 98-119. (LI Guang-xin, ZHANG Bing-yin, YU Yu-zhen. Soil mechanics[M]. 2nd ed. Beijing: Tsinghua University Press, 2013: 98-119. (in Chinese))
    [18]
    VESIC A B. Bending of beams resting on isotropic elastic solid[J]. Journal of the Engineering Mechanics Division, ASCE, 1961, 87(2): 35-53.
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