| 有关参数对交通荷载作用下软土地基变形的影响 |
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| 引用本文： | 姚丽芳.有关参数对交通荷载作用下软土地基变形的影响[J].广东技术师范学院学报,2004(4):89-91. |
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| 作者姓名： | 姚丽芳 |
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| 作者单位： | 广州航海高等专科学校交建系 广东广州510330 |
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| 摘 要： | 本文主要研究了交通荷载作用下均质软土地基在交通荷载作用下的变形特征 ,考虑了地基土体的弹性模量、强度参数、泊松比等因素的影响 .本文采用计算模型做了一些比较 ,有关结论在相应的内容中给出
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| 关 键 词： | 交通荷载 均质软土地基 变形特性 |
| 文章编号： | 1672-402X(2004)04-0089-03 |
| 修稿时间： | 2004年2月13日 |
Effect of Some Parameters on Deform Characteristics of Uniformsoft Subsoil under Traffic Load |
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| Yao Lifang.Effect of Some Parameters on Deform Characteristics of Uniformsoft Subsoil under Traffic Load[J].Journal of Guangdong Polytechnic Normal University,2004(4):89-91. |
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| Authors: | Yao Lifang |
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| Abstract: | Deform characteristics of uniform soft subsoil under traffic load is studied, and some parameters of soft subsoil such as elastic modulus, strength indices, poisson ratio are mainly considered. Moreover this paper compares them by means of adopting calculation models and related conclusions are given in the matching context. |
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| Keywords: | traffic load uniform soft subsoil deform characteristics |
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