| 掺砾土用作心墙料的静态特性试验研究 |
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| 引用本文： | 刘华强,阎勋念,唐波. 掺砾土用作心墙料的静态特性试验研究[J]. 红水河, 2005, 24(3): 36-38 |
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| 作者姓名： | 刘华强 阎勋念 唐波 |
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| 作者单位： | 河海大学土木工程学院岩土所,江苏,南京,210098;南京市水利规划设计院,江苏,南京,210000 |
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| 摘 要： | 根据糯扎度心墙料高压三轴试验,结合已有的试验研究成果,对掺砾混合土料用作高坝心墙防渗料的静态力学性能,进行了较为系统的论述,指出了其应力应变关系呈现硬化型,以及土样在不同围压,不同砾石含量下表现出的不同力学特性.对今后土石坝工程心墙料的选取有一定的指导意义.
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| 关 键 词： | 掺砾土 心墙 非饱和 剪胀性 土石坝 |
| 文章编号： | 1001-408X（2005）03-0036-03 |
| 收稿时间： | 2005-07-11 |
| 修稿时间： | 2005-07-11 |
Research on Static Characteristics of Core Material with Gravel Soil |
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| LIU Hua-qiang,YAN Xun-nian,TANG Bo. Research on Static Characteristics of Core Material with Gravel Soil[J]. Hongshui River, 2005, 24(3): 36-38 |
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| Authors: | LIU Hua-qiang YAN Xun-nian TANG Bo |
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| Affiliation: | 1. College of Civil Engineering, Hehai University, Nanjing 210098, China; 2.Nanjing Water Conservancy Design and Planning Institute, Nanjing 210000, China |
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| Abstract: | Based on three axial experiment of high pressure about Nuozadu's core materials and associated with existing experimental results, the mechanical property of seepage-proof material with gravel soil for high core dam is discussed in detail. It is pointed out that the relationship between the stress and the strain is of hard type, and soil samples reflect different mechanical characteristics under different enclosing pressures and with different amounts of gravel. These have some instructive significance to construction of earth dam. |
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| Keywords: | gravel soil core wall unsaturated shear expansion soil-stone dam |
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