| 限动碎石垫层在坝基处理中的应用 |
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| 引用本文： | 胡再强,陈存礼.限动碎石垫层在坝基处理中的应用[J].岩土力学,2004,25(3):500-502. |
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| 作者姓名： | 胡再强 陈存礼 |
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| 作者单位： | 西安理工大学 水利水电学院，陕西 西安 710048 |
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| 摘 要： | 根据陕西秦岭电厂灰场改造工程应用土工网碎石垫层，处理灰坝坝基的设计与施工方法及原位监测结果，探讨了加筋土加固机理及有关的计算方法，最后对加筋碎石垫层在贮灰场灰坝工程中的应用效果给予评价，得到了一些有益的结论。
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| 关 键 词： | 加筋垫层 加固机理 稳定性 |
| 文章编号： | 1000-7598-(2004)03-0500-03 |
| 收稿时间： | 2002-12-20 |
| 修稿时间： | 2002年12月20 |
Strengthening mechanism of Netlon network gravel foundation and its application |
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| HU Zai-qiang,CHEN Cun-li.Strengthening mechanism of Netlon network gravel foundation and its application[J].Rock and Soil Mechanics,2004,25(3):500-502. |
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| Authors: | HU Zai-qiang CHEN Cun-li |
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| Institution: | College of Water Resources and Hydroelectric Engineering, Xi'an University of Technology, Xi'an 710048, China |
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| Abstract: | Based on the design and the construction sequences of the Netlon network and gravel stratum reinforcement in the soft foundation of a fly-ash dam project, the mechanism of such reinforcement method is discussed and computation method for designing is studied. The estimation of the strengthening efficiency is also given. Some helpful conclusions have been drawn. |
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| Keywords: | reinforced stratum strengthening mechanism stability |
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