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石佛寺水库改性粉细砂筑坝试验研究
引用本文:张丽娟,韩江.石佛寺水库改性粉细砂筑坝试验研究[J].岩土力学,2005,26(11):1866-1868.
作者姓名:张丽娟  韩江
作者单位:1. 东北大学,资源与土木工程学院,沈阳,110014
2. 中水珠江规划勘测设计有限公司,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。

关 键 词:粉细砂  水泥  凝聚力  渗透系数
文章编号:1000-7598-(2005)11-1866-03
收稿时间:2004-05-08
修稿时间:2004-07-06

Experimental study on embankment with cement added finesands for Shifosi resevoir
ZHANG Li-juan,HAN Jiang.Experimental study on embankment with cement added finesands for Shifosi resevoir[J].Rock and Soil Mechanics,2005,26(11):1866-1868.
Authors:ZHANG Li-juan  HAN Jiang
Institution: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
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.
Keywords:fine sands  cement  cohesive force  percolation coefficient
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