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石佛寺水库改性粉细砂筑坝试验研究

Experimental study on embankment with cement added finesands for Shifosi resevoir

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【作者】 张丽娟; 韩江;

【Author】 ZHANG Li-juan1,HAN Jiang2(1.School of Resources and Civil Engineering,Northeastern University 110014,China;2.China Pari River Water Resources Planning Designing & Surveying Co.,Ltd.Guangzhou 510610,China)

【机构】 东北大学资源与土木工程学院; 中水珠江规划勘测设计有限公司 沈阳110014; 广州510610;

【摘要】 采用室内试验和现场原型试验,对辽河石佛寺水库库区内掺入水泥后粉细砂的特性进行了研究。试验结果表明,随着水泥掺入量的增加,粉细砂的凝聚力和内摩擦角增大,渗透系数减小。当水泥的掺入量为2%时,抗剪强度指标和渗透系数已明显改善,而且在最不利的情况下满足对渗透变形的要求。粉细砂掺入水泥后,其性能得到了很大改善,用于修筑拦河主坝是完全可行的。

【Abstract】 Indoor and outdoor experiments on the characteristics of the cement added fine sands for Shifosi Reservoir were carried out.Experimental results show that;with the increase of cements,the cohesive force and friction angle increase;the percolation coefficient decreases.When the volume ratio of cement and fine sands is 2 %,shear strength and percolation coefficient are improved obviously.The properties of fine sands are improved when they are combined with cements,so using them in embankment is possible.

【关键词】 粉细砂; 水泥; 凝聚力; 渗透系数;
【Key words】 fine sands; cement; cohesive force; percolation coefficient;
  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2005年11期
  • 【分类号】TV423
  • 【被引频次】2
  • 【下载频次】99
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