| 逐级加荷条件下考虑瞬时变形的固结模型 |
| |
| 引用本文： | 王凤江,郭子运.逐级加荷条件下考虑瞬时变形的固结模型[J].辽宁工程技术大学学报(自然科学版),2000,19(5):557-560. |
| |
| 作者姓名： | 王凤江 郭子运 |
| |
| 作者单位： | 1. 秦皇岛冶金设计研究院,河北,秦皇岛,066001
2. 荷泽地区建筑工程公司,山东,荷泽,325000 |
| |
| 摘 要： | 在现场软土地基沉降观测资料的基础上，建立了软土地基逐级加荷，条件下考虑瞬时变形的修正双曲线固结计算模型。该模型既适用于一次加荷，也适用于逐级加荷。模拟结果表明，其数学处理方法简单，回归精度高，物理意义明确。
|
| 关 键 词： | 软土地基 逐级加荷 瞬时变形 固结模型 |
The Consolidation Model Including Instantaneous Deformation Under the Successive Load |
| |
| WANG Feng-jiang,GUO Zi-yun.The Consolidation Model Including Instantaneous Deformation Under the Successive Load[J].Journal of Liaoning Technical University (Natural Science Edition),2000,19(5):557-560. |
| |
| Authors: | WANG Feng-jiang GUO Zi-yun |
| |
| Abstract: | Based on the on the spot data coming from settlement on the soft soil foundation,a modified hyperbola consolidation model including instantaneous deformation under successive load is built,which fits either the once loading or the successive loading.The simulation results hale shown that it has the simple and rigorous advatages in mathematical treatment and a higher precision in regression and clear meaning of the model parameters. |
| |
| Keywords: | soft soil foundation successive loading instantaneous deformation consolidation model |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
