| Study on Mechanism of the Reinforcing Effect of Geogrid in Soil Dam |
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| 作者姓名： | Wen ShuLian Wang KeZhong |
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| 摘 要： | An experimental study on consolidation and drainage of two gravels with different grading was carried out using high - pressure large - scale tri - axial testing facility. A concept of equivalent surrounding pressure is introduced. An analysis was carried out on the effect and mechanism of reinforcement, experimental surrounding pressure and soil properties. Results show that the reinforcement can improve the strength and failure strain of the material and delay the failure of the soil. The effect of reinforcement of soil - gravel depends on the surrounding pressure and weathering of the gravel.
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| 关 键 词： | reinforced soil model experiment geogrid equivalent surrounding pressure |
| 收稿时间： | 2005/2/26 0:00:00 |
| 修稿时间： | 2005/2/26 0:00:00 |
Study on Mechanism of the Reinforcing Effect of Geogrid in Soil Dam |
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| Wen ShuLian,Wang KeZhong.Study on Mechanism of the Reinforcing Effect of Geogrid in Soil Dam[J].Storage & Process,2005(3):68-71. |
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| Authors: | Wen ShuLian;Wang KeZhong |
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| Abstract: | An experimental study on consolidation and drainage of two gravels with different grading was carried out using high - pressure large - scale tri - axial testing facility. A concept of equivalent surrounding pressure is introduced. An analysis was carried out on the effect and mechanism of reinforcement, experimental surrounding pressure and soil properties. Results show that the reinforcement can improve the strength and failure strain of the material and delay the failure of the soil. The effect of reinforcement of soil - gravel depends on the surrounding pressure and weathering of the gravel. |
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| Keywords: | reinforced soil model experiment geogrid equivalent surrounding pressure |
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