| 斜坡式水工护岸强夯效果分析 |
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| 引用本文： | 丁祺. 斜坡式水工护岸强夯效果分析[J]. 山西建筑, 2013, 0(36): 72-74 |
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| 作者姓名： | 丁祺 |
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| 作者单位： | 天津港工程监理咨询有限公司,天津300461 |
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| 摘 要： | 通过重型动力触探试验,对斜坡式水工护岸进行强夯效果检测,测定了水工护岸土体不同深度的锤击数,得到了土体的密实度,初步对土体进行了力学分层,并分析了潮位对强夯效果的影响,探讨了在高潮位时强夯在土体中的影响深度,以供参考.
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| 关 键 词： | 斜坡式水工护岸 动力触探试验 影响深度 密实度 |
Analysis on dynamic compaction effects of sloping hydraulic revetment |
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| DING Qi. Analysis on dynamic compaction effects of sloping hydraulic revetment[J]. Shanxi Architecture, 2013, 0(36): 72-74 |
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| Authors: | DING Qi |
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| Affiliation: | DING Qi ( Tianjin Port Project Supervision Consulting Limited Company, Tianjin 300461, China) |
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| Abstract: | Through the dynamic penetration test, the dynamic compaction effect of sloping hydraulic revetment was detected. According to the different soil depth of blow count measured, the soil compactness of sloping hydraulic revetment was obtained, layered soil mechanics were pre- liminary discussed. In addition, the influence of dynamic compaction effects by tide were analyzed and the depth of influence of dynamic com- paction in soil were studied, so as to reference. |
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| Keywords: | sloping hydraulic revetment dynamic penetration test depth of influence compactness |
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