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。
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.
基金
湖北省交通厅"八五"攻关项目
