上海软土的初始应力状态的影响研究 |
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作者姓名: | 王新波 张启辉 |
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作者单位: | 同济大学地下建筑与工程系,同济大学地下建筑与工程系 上海 200092,上海 200092 |
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摘 要: | 在K_0固结不排水三轴试验和各向等压固结不排水三轴试验的基础上,探讨初始应力状态对上海软土的强度和变形的影响规律,从而得出一些有益的结论,可供进一步的研究参考。
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关 键 词: | 软土 初始应力状态 K_0固结 |
Study on Influence of Initial Stress State on Soft Clay in Shanghai |
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Authors: | Wang Xinbo Zhang Qihui |
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Abstract: | Based on C K0 U- tests and CIU-tests,the influential law of initial stress state on the strength and deformation of soft clay in Shanghai is explored. Then some beneficial conclusions are acquired, which may be used as reference for further research. |
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Keywords: | soft clay initial stress state K0-consolidation |
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