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HS软土固化剂性能研究

Study on the Performance of HS Soft Soil Stabilizer

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【作者】 周明凯沈卫国冯修吉

【Author】 Zhou Mingkai Silicate Engineering Centre, WUT, Wuhan 430070, Chaina.Sheng Weiguo Feng Xiuji

【机构】 武汉工业大学硅酸盐工程中心

【摘要】 对在水泥中加入10%的固化素,复合而成的HS软土固化剂性能与水泥进行了对比研究。结果表明:HS固化土比水泥固化土强度高30%以上;HS固化土与水泥固化土强度均随固化剂(水泥与HS)掺量增加而增加,但HS固化土的强度增长率较大;HS固化土强度,在大于液限的高含水量区出现峰值。

【Abstract】 In this paper some parallel tests are done between cement and HS soft soil stabilizer which is compound of cement and 10% curing agent. Those tests indicated that soils stabilizer with HS have above 30% higher compressive strength than soil stabilized with cement. The compressive strength of stabilized soils is increasing with the quanitities of stablizers (cement or HS soil stabilizer). And the compressive strength of HS stabilized soil has a more rapidly increase. In the high water content sector beyond liquidlimit of soil,the soil stabilized by HS show amaximum compressive strength.

【关键词】 HS软土固化剂水泥强度
【Key words】 HS soft soil stabilizercementstrength
【基金】 湖北省交通厅“八五”攻关项目
  • 【文献出处】 武汉工业大学学报 ,JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY , 编辑部邮箱 ,1996年04期
  • 【分类号】TQ172.46
  • 【被引频次】43
  • 【下载频次】220
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