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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
【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.
- 【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