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加固的含砂低液限粉土收缩性能研究

Study of Contractility of Stabilized Bearing Sand Silt with Low Liquid Limit

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【作者】 申爱琴马骉苏毅何占军马洪志李志波

【Author】 SHEN Ai qin 1, MA Biao 1, SU Yi 1, HE Zhan jun 2, MA Hong zhi 2, LI Zhi bo 2 (1. Institute of Highway Engineering, Xi’an Highway University, Xi’an 710064, China; 2. Department of Highway Quality Inspection of Handan City, Handan 056000

【机构】 西安公路交通大学公路工程学院!陕西西安710064邯郸市公路质检站!河北邯郸056000

【摘要】 利用新研制的收缩仪测定了石灰、水泥、粉煤灰等加固含砂低液限粉土类半刚性材料的干缩、温缩系数 ,分析了收缩机理及影响因素 .

【Abstract】 The new instrument for determining contract was developed. The dry and thermal contract coefficient of semi rigid material on bearing sand silt of low liquid limit stabilized with lime and cement and flyash were measured using the new instrument. The contract mechanism and influence factors were analyzed.

  • 【文献出处】 建筑材料学报 ,Journal of Building Materials , 编辑部邮箱 ,2000年04期
  • 【被引频次】11
  • 【下载频次】101
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