| K0固结条件对上海软土强度和变形影响的试验研究 |
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| 引用本文： | 袁聚云,赵锡宏.K0固结条件对上海软土强度和变形影响的试验研究[J].勘察科学技术,1995(6):22-25. |
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| 作者姓名： | 袁聚云 赵锡宏 |
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| 作者单位： | 同济大学，同济大学，同济大学，同济大学，同济大学 上海市 200092，上海市 200092，上海市 200092，上海市 200092，上海市 200092 |
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| 摘 要： | 本文通过对上海淤泥质粉质粘土和淤泥质粘土,在K_0固结条件下的常规三轴和真三轴排水剪切试验,探讨了K_0固结状态对上海软土强度和变形性能的影响规律,并与各向等压固结三轴排水剪切试验的情况进行了比较和分析。
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| 关 键 词： | 软土 抗剪强度 变形模量 静止土压力系数 剪切试验 上海 |
EXPERIMENTAL STUDY OF THE STRENGTH AND DEFORMATION EFFECT OF K0 CONSOLIDATION CONDITION TO SHANGHAI SOFT SOILS |
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| Yuan Juyun et al..EXPERIMENTAL STUDY OF THE STRENGTH AND DEFORMATION EFFECT OF K0 CONSOLIDATION CONDITION TO SHANGHAI SOFT SOILS[J].Site Investigation Science and Technology,1995(6):22-25. |
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| Authors: | Yuan Juyun |
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| Affiliation: | Tongji University |
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| Abstract: | By the conventional triaxial and true triaxial drained shear testing under K0 consolidation conditions for the Shanghai mucky silty clay and mucky clay . this paper discusses the influential law of the Ko consolidation state to the strength and deformation behaviour of Shanghai soft soils . Comparison and analysis are made to the conditions of consolidated isotropically drained shear test . |
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| Keywords: | soft soils shear strength deformation modulus i coefficient of earth pressure at rest shear test Shanghai |
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