| 苏嘉杭高速公路高填路堤土体稳定性分析 |
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| 引用本文： | 张本东,汪祖民.苏嘉杭高速公路高填路堤土体稳定性分析[J].测绘与空间地理信息,2004,27(6):62-64,74. |
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| 作者姓名： | 张本东 汪祖民 |
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| 作者单位： | 苏州工业园区建设局,测绘有限责任公司,江苏,苏州,215021;苏州科技学院城市与环境学系,江苏,苏州,215012 |
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| 摘 要： | 通过突变理论进行土体稳定性分析，运用苏(州)嘉(兴)杭(州)具体的高速公路高填筑路堤的沉降观测数据进行计算，理论分析的结果与观察的结果相一致，从而为有针对性地适当提高控制沉降速率提供了理论依据。
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| 关 键 词： | 突变理论 高填筑路堤 土体稳定性 高速公路 沉降速率 |
| 文章编号： | 1672-5867(2004)06-0062-03 |
Analysis of Soil Body Stability of Filling-up Embankments along Suzhou-Jiading-Hangzhou Expressway |
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| ZHANG Ben-dong,WANG Zu-min.Analysis of Soil Body Stability of Filling-up Embankments along Suzhou-Jiading-Hangzhou Expressway[J].Geomatics & Spatial Information Technology,2004,27(6):62-64,74. |
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| Authors: | ZHANG Ben-dong WANG Zu-min |
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| Institution: | ZHANG Ben-dong~1,WANG Zu-min~2 |
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| Abstract: | Through using the mutation theory the analysis of the soil body stability is concluded. The settlement observation data from the filling-up embankments of Suzhou-Jiaxing-Hangzhou Expressway are computed. The theoretical analysing results are consistent with the observations. This provides a theoretical foundation for proper enhancement of the control over settlement speed. |
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| Keywords: | mutation theory filling-up embankment soil body stability expressway settlement speed |
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