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    WANG Kun, XIE Kang-he, LIU Xing-wang, LI Chuan-xun, DENG Yue-bao. Solution for one-dimensional consolidation with threshold gradient subjected to non-uniformly distributed initial pore water pressure[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1419-1424.
    Citation: WANG Kun, XIE Kang-he, LIU Xing-wang, LI Chuan-xun, DENG Yue-bao. Solution for one-dimensional consolidation with threshold gradient subjected to non-uniformly distributed initial pore water pressure[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1419-1424.
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    Solution for one-dimensional consolidation with threshold gradient subjected to non-uniformly distributed initial pore water pressure

    • (1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 2. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China; 3. Zhejiang Province Institute of Architectural Design and Research, Hangzhou 310006, China)

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    • Published Date: September 14, 2011
      Abstract
    • An analytical solution is obtained for the one-dimensional consolidation problem considering the threshold gradient. The proposed solution is compared with previous solutions. The results show that the proposed approach is reasonable. Based on the solution, the consolidation behaviors of the ground are discussed. The results show that when the initial pore pressure gradient is less than the threshold gradient, the flow will not occur throughout the whole layer instantaneously but rather gradually from top to bottom. The greater the threshold gradient is, the slower the boundary of seepage moves. The excess pore pressure will not be completely dissipated at the end of consolidation. The greater the threshold gradient is, the larger the residual excess pore pressure is. It is shown that, unlike without the threshold gradient, the average degree of consolidation defined by settlement considering the threshold gradient is different from that defined by pore pressure. The greater the threshold gradient, the larger the average degree of consolidation defined by settlement and the smaller that defined by pore pressure.
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      • References (12)
    • [1]
      MILLER R J, LOW P F. Threshold gradient for water flow in clay systems[J]. Soil Science Society of America Proceedings, 1963, 27 (6): 605 – 609.
      [2]
      MITCHELL J K, YOUNGER J S. Abnormalities in hydraulic flow through fine-grained soils[J]. ASTM Special Publication 417,American Society for Testing and Materials, Philadelphia, 1967: 106 – 141.
      [3]
      PASCAL F, PASCAL H, MURRAY D W. Consolidation with threshold gradients[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1981, 5 : 247 – 261.
      [4]
      刘慈群 . 有起始比降固结问题的近似解 [J]. 岩土工程学报 , 1982, 4 (3): 107 – 109. (LIU Ci-qun. Approximate solution forone –dimensional consolidation with threshold gradient[J]. Chinese Journal of Geotechnical Engineering, 1982, 4 (3): 107 – 109. (in Chinese))
      [5]
      刘忠玉 , 刘忠广 , 马崇武 . 考虑起始水力梯度时饱和黏土的一维固结 [J]. 郑州大学学报 , 2006, 27 (3): 21 – 24. (LIU Zhong-yu, LIU Zhong-guang, MA Chong-wu. One dimensional consolidation of saturated clays considering initial hydraulic gradient[J]. Journal of Zhengzhou University, 2006, 27 (3): 21 – 24. (in Chinese))
      [6]
      邓英尔 , 刘慈群 , 王允诚 . 一类非线性渗流数学模拟 [J]. 云南石油学院学报 , 2001, 23 (1): 22 – 24. (DENG Ying-er, LIU Ci-qun, WANG Yun-cheng. Mathematical simulation for a class of nonlinear flow[J]. Journal of Yunnan Petroleum Institute, 2001, 23 (1): 22 – 24. (in Chinese))
      [7]
      DENG Ying-er, XIE he-ping, HUANG Run-qiu, Liu Ci-qun. Law of nonlinear flow in saturated clays and radial consolidation[J]. Applied Mathematics and Mechanics, 2007, 28 (11): 1427 – 1436.
      [8]
      ELNAGGAR H A, KRIZEK R J, KARADI G M. Effect of non-darcian Flow on time rate of consolidation[J]. J Franklin Inst, 1973, 296 : 323 – 337.
      [9]
      谢康和 . 双层地基一维固结理论与应用 [J]. 岩土工程学报 , 1994, 16 (5): 24 – 35. (XIE Kang-he. Theory of one dimensional consolidation of doubled-layered ground and its applications[J]. Chinese Journal of Geotechnical Engineering, 1994, 16 (5): 24 – 35. (in Chinese))
      [10]
      邓英尔 , 刘慈群 , 黄润秋 , 等 . 高等渗流理论与方法 [M]. 科学出版社 , 2004. (DENG Ying-er, LIU Ci-qun, HUANG Run-qiu, et al. Theory and methods of higher percolation[M]. Science Press, 2004. (in Chinese))
      [11]
      施建勇 , 问延煦 , 雷国辉 , 等 . 固结试验及其相关问题的讨论 [J]. 河海大学学报 ( 自然科学版 ), 2004, 32 (2): 213 – 215. (SHI Jian-yong, WEN Yan-xu, LEI Guo-hui, et al. Discussion on consolidation test and some relative problems[J]. Journal of Hohai University(Natural Sciences), 2004, 32 (2): 213 – 215. (in Chinese))
      [12]
      龚晓南 , 刘松玉 , 李广信 , 等 . 土力学 [M]. 北京 : 中国建筑工业出版社 , 2002. (GONG Xiao-nan, LIU Song-yu, LI Guang-xin, et al. Soil mechanics[M]. Beijing: China Architecture & Building Press, 2002. (in Chinese))
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      DENG Yue-bao

      • (1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 2. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China; 3. Zhejiang Province Institute of Architectural Design and Research, Hangzhou 310006, China)

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