| 胡再强,谢定义,沈珠江.黄土稳定孔隙比原理的试验研究[J].水利学报,2002,33(8):0097-0101 |
| 黄土稳定孔隙比原理的试验研究 |
| Experimental study on stable porous ratio principle of loess |
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| DOI： |
| 中文关键词: 饱和黄土 稳定空隙比 稳定状态原理 |
| 英文关键词: disturbed saturated loess stable porous ratio stable porous ratio principle |
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| 中文摘要: |
| 通过对人工制备土样在充分扰动及饱和情况下进行侧限压缩、三轴剪切试验及等应力比三轴试验, 验证和证明了充分扰动饱和黄土存在稳定孔隙比并满足稳定孔隙比原理, 为建立黄土结构性本构模型, 揭示黄土结构性对黄土力学特性的影响和作用提供了试验和理论依据. |
| 英文摘要: |
| The characteristics of disturbed saturated loess are experimentally studied by consolidation test and tri-axial shear test. The result shows that the stable porous ration exists and follows the principle of stable porous ratio. |
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