| 不同高度土工格室整治路基病害的试验研究 |
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| 引用本文： | 方卫民,王炳龙,周顺华.不同高度土工格室整治路基病害的试验研究[J].水电自动化与大坝监测,2000,24(6):47-48，51. |
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| 作者姓名： | 方卫民 王炳龙 周顺华 |
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| 作者单位： | 同济大学铁道建筑系,上海 200331 |
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| 摘 要： | 采用不同高度土工格室整治路基病害的效果不同。本文选用 1 5cm和 2 0 cm高的两种土工格室在浙赣线做了原位对比试验 ,通过路基动应力扩散的观测 ,提出了相应的路基换填厚度。
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| 关 键 词： | 土工格室 换填厚度 动应力 |
| 修稿时间： | 2000年1月7日 |
EXPERIMENTAL STUDY ON ILL-ROADBED TREATMENT BY GEOCELL OF DIFFERENT HEIGHTS |
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| Fang Weimin,Wang Binglong,Zhou Shunhua.EXPERIMENTAL STUDY ON ILL-ROADBED TREATMENT BY GEOCELL OF DIFFERENT HEIGHTS[J].HYDROPOWER AUTOMATION AND DAM MONITORING,2000,24(6):47-48，51. |
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| Authors: | Fang Weimin Wang Binglong Zhou Shunhua |
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| Abstract: | Results are different when geocell of different heights is applied to ill roadbed treatment. In this paper, two kinds of geocell of the heights of 15 cm and 20 cm are chosen for in situ tests on the Zhe Gan railway. Corresponding roadbed replacement thickness is formulated based on field observation of dynamic stress dispersion. |
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| Keywords: | geocell replacement thickness dynamic stress |
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