| 滨海软粘土地基原型沉降多因素关联预测模型 |
| |
| 引用本文： | 赵峥嵘.滨海软粘土地基原型沉降多因素关联预测模型[J].公路交通技术,2005(4):16-18. |
| |
| 作者姓名： | 赵峥嵘 |
| |
| 作者单位： | 山东交通学院土木工程系,山东,济南,250023 |
| |
| 摘 要： | 通过对沿海4个地区滨海软粘土地基原型沉降观测资料的分析研究，参照太沙基一维流固结理论，根据多因素关联的思路，提出了一维流滨海沉积软粘土地基现场沉降多因素关联预测模型，并将计算值与实测值进行比较，证明了计算模型的正确性和实用性。
|
| 关 键 词： | 软粘土 地基 原型 沉降 多因素关联 预测模型 |
| 文章编号： | 1009-6477（2005）04-0016-03 |
| 收稿时间： | 2004-10-09 |
| 修稿时间： | 2004年10月9日 |
Prediction Model for Littoral Weak Clay Foundation Full Scale Settlement based on Multi-factor Relationship |
| |
| ZHAO Zheng-rong.Prediction Model for Littoral Weak Clay Foundation Full Scale Settlement based on Multi-factor Relationship[J].Technology of Highway and Transport,2005(4):16-18. |
| |
| Authors: | ZHAO Zheng-rong |
| |
| Abstract: | Through analysis of full scale settlement observation data of littoral weak clay foundation in four costal areas and based on Terzaghi consolidation theory and the thoughts on multi-factor relationship as well, a prediction model for littoral weak clay foundation settlement based on multi-factor relationship is presented in this paper. The calculated values are compared with the measured values. The results show that the calculated model is correct and practical. |
| |
| Keywords: | weak clay full scale settlement multi-factor relationship prediction model |
| 本文献已被 维普 万方数据 等数据库收录！ |
