| 浅路基沉降模型研究 |
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| 引用本文： | 王克民. 浅路基沉降模型研究[J]. 路基工程, 2012, 0(3): 4-6 |
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| 作者姓名： | 王克民 |
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| 作者单位： | 浙江大成建设集团有限公司,杭州 310012 |
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| 摘 要： | 被广泛应用于路基工程中的土工合成材料具有较好的抗拉性能,可以提高路基整体稳定性,减小路基整体位移变形。对经典加固土模型进行了回顾,旨在说明不同模型对应的实际组分。通过路基结构稳定性的量化分析,得到了材料抗拉性能及其他属性对路基沉降的影响。并通过经典模型与实际工程的参数化联系,解决实际工程问题。
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| 关 键 词： | 加固土 路基力学模型 路基沉降 土工合成材料 |
| 收稿时间： | 2019-11-12 |
Research on Settlement Model of Shallow Subgrade |
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| WANG Ke-min. Research on Settlement Model of Shallow Subgrade[J]. , 2012, 0(3): 4-6 |
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| Authors: | WANG Ke-min |
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| Affiliation: | WANG Ke-min (Zhejiang Dacheng Construction Group Inc. , Hangzhou 310012, China) |
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| Abstract: | Geosynthetics extensively used in subgrade engineering has good increase the integral stability of subgrade and decrease its displacement and tensile performance, which can deformation. The paper reviews the classical model of stabilized soil and aims to explain the actual composition corresponding to different models. Through quantitative analysis on stability of material and the effect of connection between classic subgrade structure, both tensile performance of the other properties on subgrade settlement can be obtained, Thus the parameterized al model and practical engineering can be used to solve actual engineering problems. |
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| Keywords: | stabilized soil mechanical model of subgrade subgrade settlement geosynthetics |
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