| 软土地区堤防挡土墙地基容许承载力的计算分析 |
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| 引用本文： | 黎铁波. 软土地区堤防挡土墙地基容许承载力的计算分析[J]. 人民珠江, 2002, 0(6): 34-36 |
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| 作者姓名： | 黎铁波 |
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| 作者单位： | 广州市番禺区水利学会,广东,广州,511400 |
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| 摘 要： | 软土地区堤防存在挡土墙地基容许承载力不足、地基土产生剪切破坏而出现堤防土石体失稳破坏或沿小圆弧滑动情况。分析挡土墙两侧为非对称荷载时的地基容许承载力的计算条件与方法，得出近似计算公式，并提出防止堤防土石体滑动的工程措施。
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| 关 键 词： | 软土地基 堤防 挡土墙 地基容许承载力 计算模型 |
| 文章编号： | 1001-9235(2002)05-0001-03 |
| 修稿时间： | 2001-08-29 |
Computation and Analysis of Allowable Bearing Capacity of Foundation for Retaining Wall of Embankment in Soft Soil Area |
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| LI Tie_bo. Computation and Analysis of Allowable Bearing Capacity of Foundation for Retaining Wall of Embankment in Soft Soil Area[J]. Pearl River, 2002, 0(6): 34-36 |
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| Authors: | LI Tie_bo |
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| Abstract: | For embankment built in soft soil area inadequate allowable bearing capacity of retaining wall foundation will cause shear failure in foundation soil,thus leading to failure or rotational slide of earth_rock mass of embankment.Based on analizing the condition and method for computing the foundation allowable bearing capacity under unsymmetric load for both sides of retaining wall,approximate computation formula is obtained and engineering measures preventing the earth_rock mass of embankment from sliding are put forward. |
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| Keywords: | Soft soil foundation retaining wall of embankment allowable bearing capacity of foundation computation model |
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