| 软弱地基土工织物加筋土挡墙设计 |
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| 引用本文： | 高文华,王祥秋,陈秋南,张志敏.软弱地基土工织物加筋土挡墙设计[J].湖南科技大学学报(自然科学版),2003,18(2):22-25. |
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| 作者姓名： | 高文华 王祥秋 陈秋南 张志敏 |
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| 作者单位： | 湖南科技大学,土木工程系,湖南,湘潭,411201 |
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| 摘 要： | 以一软弱地基土工织物加筋土挡墙工程为实例,通过内部稳定性分析和外部稳定性分析,确定了加筋织物的长度。在上述分析的基础上,提出了砼空心砖面墙加钢筋砼联结条的构造设计式样,同时就施工质量与控制应采取的有关措施作出了说明。其方法和结论可供在软弱地基上进行土工织物加筋土挡墙设计与施工时参考。图1,表1,参10。
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| 关 键 词： | 土工织物 加筋土挡墙 软弱地基 |
| 文章编号： | 1000-9930(2003)02-0022-04 |
| 修稿时间： | 2002年10月29 |
Design of geotextile-reinforced retaining wall on weak foundation |
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| GAO Wen-hua,WANG Qiang-qiu,CHEN Qiu-nan,ZANG Zhi-min.Design of geotextile-reinforced retaining wall on weak foundation[J].Journal of Hunan University of Science & Technology(Natural Science Editon),2003,18(2):22-25. |
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| Authors: | GAO Wen-hua WANG Qiang-qiu CHEN Qiu-nan ZANG Zhi-min |
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| Abstract: | This paper introduces an engineering example of geotextile-reinforced retaining wall on weak foundation. Through inside and outside stability analysis, the length of geotextile reinforced is determined. On the basis of this, the structure type of retaining wall is designed, which is made up of the wall faced with hollow concrete brick and reinforced concrete coupling strips. At the same time, the measures of improving and controlling quality of this structure type are raised. The results and methods can be used to consult in the design and construction of geotextile rein-forced retaining wall on weak foundation. 1fig. ,1tab. , 10refs. |
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| Keywords: | geotextile reinforced retaining wall weak foundation |
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