Analytical study on consolidation of composite ground considering two-dimensional well resistance under time and depth dependent stresses

被引：0
|
作者：
Guo B. [1 ]
Chen H. [1 ]
Li Y. [1 ]
机构：
[1] National Engineering Laboratory for Land Transport Meteorological Disaster Control Technology, Broadvision Engineering Consultants, Kunming, 650041, Yunnan
来源：
| 1600年 / Academia Sinica卷 / 36期
关键词：
Analytical solution; Composite ground; Foundations; Stress varied with time and depth; Two-dimensional well resistance;
D O I：
10.13722/j.cnki.jrme.2016.0469
中图分类号：
学科分类号：
摘要：
A new solution for consolidation of composite ground was proposed by adding a quadratic polynomial to the previous solution. The analytical consolidation solution of composite ground considering the effect of two-dimensional well resistance was obtained for granular column under the condition of the additional ground stress varied with time and depth. The solution was compared with the previous simplified analytical expressions. The results show that many previous expressions are the special cases of the solutions deduced in this paper, such as the solution considering the effect of two-dimensional well resistance under the effect of instantaneous loading, the solution considering the seepage and vertical deformation of pile body as well as the Terzaghi one-dimensional consolidation solution, which indicate the correctness and reasonability of the solution obtained. The consolidation rate is increased with the increasing of loading rate and decreased with the increasing of additional stress at the bottom of the ground. The consolidation rate considering the two-dimensional well resistance of the columns is slower than the one considering only the vertical well resistance. The difference of the consolidation rates under the conditions of these two considerations is increased with the decreasing of permeability coefficient of column and the radius ratio of the influence zone to the column. The solution proposed in this paper provides a new idea for solving the consolidation process of composite foundation and contributes to the development and improvement of consolidation theory of composite ground. © 2017, Science Press. All right reserved.
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页码：754 / 761
页数：7
相关论文
共 16 条
  • [11] Zhang Y., Sun M., Xie K., Study of simplifying solution to consolidation of composite ground with partially penetrated granular columns, Rock and Soil Mechanics, 35, 5, pp. 1303-1310, (2014)
  • [12] Xie K.H., Lu M.M., Hu A.F., Et al., A general theoretical solution for the consolidation of a composite foundation, Computers and Geotechnics, 36, 1-2, pp. 24-30, (2009)
  • [13] Xie K.H., Lu M.M., Liu G.B., Equal strain consolidation for stone columns reinforced foundation, International Journal for Numerical and Analytical Methods in Geomechanics, 33, 15, pp. 1721-1735, (2009)
  • [14] Zhao M., Liu D., Zhang L., Analytical solution for consolidation of composite ground with granular columns accounting for consolidation deformation of pile, Rock and Soil Mechanics, 31, 2, pp. 483-488, (2010)
  • [15] Lu M., Xie K., Liu G., Et al., Solutions for consolidation considering column consolidation and parabolic distribution of soil permeability, Chinese Journal of Geotechnical Engineering, 31, 7, pp. 1069-1074, (2009)
  • [16] Lu M., Xie K., Zhang Y., Et al., Theoretical solution for consolidation of composite foundations considering construction disturbance and loading effect, Chinese Journal of Geotechnical Engineering, 30, 4, pp. 549-554, (2008)
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