| 粘土地基沉降计算 |
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| 引用本文： | 卢国胜.粘土地基沉降计算[J].西南科技大学学报,2002,17(4):59-61. |
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| 作者姓名： | 卢国胜 |
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| 作者单位： | 西南科技大学环境工程学院,四川,绵阳,621002 |
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| 摘 要： | 将损伤理论引入到粘土地基沉降计算中，修正已有沉降计算公式。根据Duncen-Chang模型考虑了泊松比ν随应力变化而对地基沉降产生的影响。认为次固结沉降是土骨架蠕动变形的结果,用Mesri蠕变模型计算土的次固结沉降。
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| 关 键 词： | 粘土地基 损伤理论 地基沉降 次固结沉降 Duncen－Chang模型 Mesri蠕变模型 计算方法 |
| 文章编号： | 1671-8755(2002)04-0059-03 |
| 修稿时间： | 2002年3月4日 |
CALCULATION OF CLAY FOUNDATION SETTLEMENT |
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| Lu Guosheng.CALCULATION OF CLAY FOUNDATION SETTLEMENT[J].Journal of Southwest University of Science and Technology,2002,17(4):59-61. |
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| Authors: | Lu Guosheng |
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| Institution: | Southwest University of Science and Technology |
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| Abstract: | In this paper, damage mechanics was used in calculation of clay foundation settlement and former foundation settlement formula was amended. On the basis of Duncen-Chang model, effect of varying with stress on settlement was considered. In view of sub-consolidation settlement is caused by soil creep deformation, Mesri creep model was used to calculate sub-consolidation settlement. |
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| Keywords: | foundation foundation settlement damage mechanics creep |
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