| 桩承式加筋路堤技术与复合地基 |
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| 引用本文： | 徐正中,陆世昶. 桩承式加筋路堤技术与复合地基[J]. 科技通报, 2008, 24(2): 209-212 |
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| 作者姓名： | 徐正中 陆世昶 |
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| 作者单位： | 浙江大学,岩土工程研究所,杭州,310027;深圳市西伦土木结构有限公司杭州分公司,杭州,310027 |
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| 基金项目： | 桩承式加筋路堤（50308026） |
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| 摘 要： | 桩承式加筋路堤技术相对于传统地基处理技术是一种比较新的形式,近几年在国内得到越来越广泛的应用。它与复合地基有很多相似之处,但又不同与复合地基,两者容易混淆。本文从不同侧面,讲述了它们之间的联系和区别,为区分这两种基础形式,进而更合理地利用它们,提供一些有益的参考。
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| 关 键 词： | 基础工程 地基处理 桩承式加筋路堤 复合地基 |
| 文章编号： | 1001-7119（2008）02-0209-04 |
| 收稿时间： | 2006-10-28 |
| 修稿时间： | 2006-10-28 |
Piled Geosynthetic-Reinforced Embankment And Composite Ground |
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| XU Zhengzhong,LU Shichang. Piled Geosynthetic-Reinforced Embankment And Composite Ground[J]. Bulletin of Science and Technology, 2008, 24(2): 209-212 |
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| Authors: | XU Zhengzhong LU Shichang |
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| Abstract: | Compared to traditional methods of foundation treatment,the piled geosynthetic-reinforced embankment is relatively new technique. Recently,it is used more and more widely in our country.Due to many similarities to composite ground,these two techniques are easily to be confused.In order to supply some available suggestions for common engineers to differentiate the composite ground and the geosynthetic-reinforced embankment,this paper discusses the contacts and differences of these two techniques in various aspects. |
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| Keywords: | foundation engineering foundation treatment piled geosynthetic-reinforced embankment composite ground |
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