| 加筋土等效弹性参数的计算分析 |
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| 引用本文： | 丁国洪.加筋土等效弹性参数的计算分析[J].城市道桥与防洪,2010(5):167-170. |
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| 作者姓名： | 丁国洪 |
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| 作者单位： | 上海市政工程勘察设计有限公司,上海,200092 |
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| 摘 要： | 该文着先对层状土体的等效弹性参数进行详细的推导计算,并将加筋土视为由土和加筋材料两种不同性质材料组成的多层复合材料。接着通过对前面结果的延伸和演化,从而得到了土工织物加筋土的等效弹性参数。
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| 关 键 词： | 加筋土 等效弹性参数 横观各向同性 各向同性 |
Calculation Analysis on Equivalent Elastic Parameter of Reinforced Soil |
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| Ding Guohong.Calculation Analysis on Equivalent Elastic Parameter of Reinforced Soil[J].Urban Roads Bridges & Flood Control,2010(5):167-170. |
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| Authors: | Ding Guohong |
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| Institution: | Din Guohong |
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| Abstract: | The article calculates in detail the equivalent elastic parameter of layered soil,and regards the reinforced soil as the multi-layer composite material composed of two different materials of soil and reinforced material.The extension and evolution of the result can get the equivalent elastic parameter of earth fabric reinforced soil. |
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| Keywords: | reinforced soil equivalent elastic parameter transversely isotropic isotropic |
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