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| 高速公路软土路基沉降规律模拟研究 | |
| 引用本文： | 杨果,王菁华,张华德.高速公路软土路基沉降规律模拟研究[J].山西建筑,2008,34(30). |
| 作者姓名： | 杨果 王菁华 张华德 |
| 作者单位： | 1. 贵州高速公路开发总公司,贵州,贵阳,550004 2. 成都市武侯区市政设施养护处,四川,成都,610041 3. 四川林鑫园林工程有限公司,四川,成都,610031 |
| 摘 要： | 针对影响路基沉降的因素多、预测复杂的问题,提出有必要建立一个能解释软土路基沉降规律的模型准确地预测沉降,通过研究分析,表明Gauss模型在模拟公路软土路基沉降时具有很高的精度,具有普遍适用性. |
| 关 键 词： | 软土路基 沉降 模型 |
The simulator investigation of the soft roadbed depression rule |
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| YANG Guo,WANG Jing-hua,ZHANG Hua-de.The simulator investigation of the soft roadbed depression rule[J].Shanxi Architecture,2008,34(30). | |
| Authors: | YANG Guo WANG Jing-hua ZHANG Hua-de |
| Affiliation: | YANG Guo WANG Jing-hua ZHANG Hua-de |
| Abstract: | Aiming at the problems that the influencing factors of roadbed depression many and predication complex,it pointed that it necessary to build a model to interpret the soft roadbed depression rule and predicate the depression accurately.The research indicated that the Gauss model had high precision and universal applicability in modeling soft roadbed depression rule. |
| Keywords: | soft roadbed depression model |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |