| 横观各向同性土体二维固结孔压影响范围分析 |
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| 引用本文： | 夏建中.横观各向同性土体二维固结孔压影响范围分析[J].科技通报,2006,22(4):528-530. |
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| 作者姓名： | 夏建中 |
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| 作者单位： | 浙江科技学院,杭州,310012 |
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| 摘 要： | 在先假定孔压分布边界条件为一待定常数的基础上,求解了条形荷载作用下二维横观各向同性固结微分方程,得出了孔压为平面坐标和时间函数的表达式,再通过假定该待定常数为一系列具体数值时得出的固结解的结果,用反分析的方法得出孔压沿水平向消散为零的范围。得到的结论对工程实践和进一步的理论分析都具有一定的意义。
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| 关 键 词： | 条形荷载 横观各向同性 孔压 二维固结 |
| 文章编号： | 1001-7119（2006）04-0528-03 |
| 收稿时间： | 2005-04-19 |
| 修稿时间： | 2005年4月19日 |
A Studying on Influence Range of Pore Water Pressure in Two Dimension Consolidation of Transversely Isotropic soil |
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| XIA Jian-zhong.A Studying on Influence Range of Pore Water Pressure in Two Dimension Consolidation of Transversely Isotropic soil[J].Bulletin of Science and Technology,2006,22(4):528-530. |
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| Authors: | XIA Jian-zhong |
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| Institution: | Zhejiang University of Science and Technology,Hangzhou 310012,China |
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| Abstract: | The pore water pressure in soft clay ground under the external load will be decreased with the distance from the load.But where is the point that the pore pressure will decrease to zero is unknown.In this paper the consolidation differential eguation of the transversely isotropic media under the strip uniform load is established.By the hypothesis of boundary condition the analytical solution was presented.Through this solution the distribution regular of the pore water pressure was discussed. |
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| Keywords: | strip uniform load transversely isotropic media pore water pressure 2D-consolidation |
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