| 温州滨海园区软土路基等载预压沉降分析 |
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| 引用本文： | 姚杰,罗志雄,杨爱文.温州滨海园区软土路基等载预压沉降分析[J].山西建筑,2009,35(14):254-255. |
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| 作者姓名： | 姚杰 罗志雄 杨爱文 |
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| 作者单位： | 1. 中铁隧道集团二处,河北,廊坊,065201
2. 邵阳市林业调查规划院,湖南,邵阳,422000 |
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| 摘 要： | 结合温州滨海园区工程地质概况，介绍了该滨海园区等载预压路基设计情况，并分别采用双曲线法和星野法进行了沉降分析，指出星野法完全不适用滨海园区的土质，双曲线法虽与沉降实测阶段基本吻合，但不适用于工后沉降预测。
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| 关 键 词： | 软土路基 等载预压 沉降 |
Analysis on equally loaded prepressing sedimentation of soft soil roadbed at Binhai park area in Wenzhou |
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| YAO Jie,LUO Zhi-xiong,YANG Ai-wen.Analysis on equally loaded prepressing sedimentation of soft soil roadbed at Binhai park area in Wenzhou[J].Shanxi Architecture,2009,35(14):254-255. |
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| Authors: | YAO Jie LUO Zhi-xiong YANG Ai-wen |
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| Affiliation: | YAO Jie LUO Zhi-xiong YANG Ai-wen |
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| Abstract: | This paper introduces designing situation of equally loaded prepressing roadbed at Binhai park area in Wenzhou combining the geological situation of the park.It analyzes the sedimentation by using hyperbolic method and scattering method and points out that the later is not fixed to the geological situation and the former is not suitable for sedimentation prediction in later period though it coincides in the testing stage. |
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| Keywords: | soft soil roadbed equally prepressing sedimentation |
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