| 基于颗粒接触应力的软土次固结机理分析 |
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| 引用本文： | 储定保,毛尚礼.基于颗粒接触应力的软土次固结机理分析[J].价值工程,2014(2):269-270. |
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| 作者姓名： | 储定保 毛尚礼 |
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| 作者单位： | 化学工业岩土工程有限公司;江西省婺源县江湾镇示范镇建设办公室 |
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| 摘 要： | 用土颗粒法向接触应力和接触面积表示有效应力,通过比较有效应力与土颗粒接触应力的关系,分析土颗粒接触平衡的破坏对次固结的影响,并分析了其他因素对颗粒接触能力及次固结快慢程度的影响。
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| 关 键 词： | 有效应力 土颗粒接触应力 次固结 |
Analysis of the Mechanism of Secondary Consolidation of Soft Soil Based on Particle Contact Stress |
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| CHU Ding-bao;MAO Shang-li.Analysis of the Mechanism of Secondary Consolidation of Soft Soil Based on Particle Contact Stress[J].Value Engineering,2014(2):269-270. |
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| Authors: | CHU Ding-bao;MAO Shang-li |
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| Institution: | CHU Ding-bao;MAO Shang-li;Chemical Industry Geotechnical Engineering Co.,Ltd.;Jiangwan Model Town Construction Office of Wuyuan; |
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| Abstract: | The soil particle method is used to show the effective stress of contact stressand contact face. By comparing the relationship between the effective stressand soil particle contact stress, the influence of soil particle contact destructionon secondary consolidation is analyzed. The influence of other factors on theparticle contact ability, and secondary consolidation speed are also analyzed. |
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| Keywords: | effective stress soil particle contact stress secondary consolidation |
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