| 考虑应力路径的地基沉降计算法 |
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| 引用本文： | 周正茂,蒋洪胜.考虑应力路径的地基沉降计算法[J].山东建筑工程学院学报,1997,12(3):7-12. |
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| 作者姓名： | 周正茂 蒋洪胜 |
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| 作者单位： | [1]同济大学 [2]山东建筑工程学院建筑工程系 |
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| 摘 要： | 传统的沉降计算法往往只考虑压缩变形或剪切变形。本文以Ｋ０状态为计算起点，运用增量理论给出了变形模量随应力增量比变化的计算方法，在此基础上得到了新的考虑应力路径的沉降计算法。
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| 关 键 词： | 应力路径 地基沉降 计算 应力增量比 变形模量 |
GROUND SETTLEMENT CALCULATING APPROACH RELATING TO STRESS PATH |
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| Zhou Zhengmao,et al..GROUND SETTLEMENT CALCULATING APPROACH RELATING TO STRESS PATH[J].Journal of Shandong Institute of Architecture and Engineering,1997,12(3):7-12. |
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| Authors: | Zhou Zhengmao et al |
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| Affiliation: | Tongji University Shanghai |
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| Abstract: | Traditional settlement approach has its limitations in considering compressive of shear deformation only. Applied with incremental theory, this paper has described a new approach for modulus of deformation varying with ratio of stress increment form the K 0 status. On the basis of basis of which, the new ground settlement calculating approach relating to stress path is obtained. |
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| Keywords: | K 0 status stress path compressive deformation shear deformation ratio of stress increment modulus of deformation soil settlement |
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