| 固结作用粘土与重塑土剪切破坏特性实验研究 |
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| 引用本文： | 吕祥锋.固结作用粘土与重塑土剪切破坏特性实验研究[J].科学技术与工程,2014,14(13):267-271. |
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| 作者姓名： | 吕祥锋 |
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| 作者单位： | 北京市市政工程研究院 |
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| 摘 要： | 实验材料和配比对模型实验规律影响很大,配制合理的强度参数和选取准确的材料配比是至关重要的。利用直剪实验装置,研究固结条件下黏土与重塑土剪切破坏特性,得到不同材料和配比试样剪切破坏特征及对剪切强度参数的影响规律,确定合理的抗剪强度参数材料配比,为进一步研究模型实验规律提供科学依据。
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| 关 键 词： | 固结 重塑土 剪切面 抗剪强度参数 实验研究 |
| 收稿时间： | 2013/8/21 0:00:00 |
| 修稿时间： | 2014/1/28 0:00:00 |
Experimental Study on the Shear Characteristics of Clay and Remoulded Sample under the Action of Consolidation |
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| LV Xiang-feng.Experimental Study on the Shear Characteristics of Clay and Remoulded Sample under the Action of Consolidation[J].Science Technology and Engineering,2014,14(13):267-271. |
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| Authors: | LV Xiang-feng |
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| Abstract: | Because the experimental materials and the ratio have a great influence on model experiment, it is crucial for reasonable strength parameters and accurate ratio of materials. The shear characteristics of clay and remoulded sample under the action of consolidation are studied using direct shear experiment device. Shear failure characteristics of different materials and ratios and its influence on shear strength parameters are received. Also, the reasonable material ratio of the shear strength parameters is confirmed. The results will provide a scientific basis for further research on the rules of model experiment. |
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| Keywords: | consolidation remoulded soil shear plane shear strength parameters experimental research |
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