钢渣-杂填土基层材料配合比优化试验研究
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作者:
作者单位:

1.安徽工业大学建筑工程学院;2.中冶华天工程技术有限公司;3.安徽马钢嘉华新型建材有限公司

基金项目:

安徽省高校自然科学研究重大项目(KJ2018ZD006);安徽省住房城乡建设科学技术计划项目(2018YF-007)


Experimental investigation on optimization of mix ratio for steel slag-miscellaneous fill base material
Author:
Affiliation:

1.School of Civil Engineering, Anhui University of Technology;2.Jiangsu Branch of CCCC highway planning and Design Institute Co., Ltd;3.MCC Huatian Engineering Technology Co., Ltd;4.Anhui Maanshan Iron &5.amp;6.Steel Jiahua New Building Materials Co., Ltd.

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    摘要:

    以杂填土、钢渣、矿渣微粉为原料,采用土体固化技术混拌制备钢渣-杂填土基层材料。在此基础上开展钢渣、混凝土破碎料、素土等主料对基层材料强度耦合影响试验,构建回归模型,最终得到主料最优掺入比例为:钢渣51.98%,混凝土破碎料28.44%,素土19.57%。对最优配合比开展验证试验,得到7d无侧限抗压强度为11.55MPa,28d间接抗拉强度为2.026MPa,与回归模型预测值误差小于2%。采用正交试验对各掺料配合比进行试验研究,结果表明:正交试验与主料耦合影响试验最优结果基本一致,得到最优配合比为50%钢渣、50%杂填土(混凝土破碎料:素土=6:4),外掺5%水泥、钢渣40%的矿渣微粉、0.02%土壤固化剂,其7d无侧限抗压强度为11.93MPa,28d间接抗拉强度2.050MPa。钢渣-杂填土最优配合比试件强度随龄期增长显著提升,90d无侧限抗压强度达7d时的2.27倍;30d高温水浴膨胀率观测结果仅为1.03%。X射线衍射分析(XRD)及电子显微镜扫描(SEM)测试表明:矿渣微粉中SiO2与钢渣中f-CaO反应生成水化硅酸钙凝胶(C-S-H)及土壤固化剂对土体的改性作用是解决钢渣膨胀的关键;混凝土破碎料及钢渣在钢渣-杂填土结构中起到骨架和支撑作用,同时发现C-S-H凝胶随龄期逐渐生成,最终形成珊瑚状、片状结构,有效提高钢渣-杂填土基层材料密实度,使得其强度不断增长。

    Abstract:

    Miscellaneous fill, steel slag, and slag powder were mixed to prepare steel slag-miscellaneous fill base material by soil solidification technology. On this basis, the effect of main materials including steel slag, concrete crushed material and plain soil on the strength of base materials were conducted, regression model was established to obtain optimal mixing ratio of the main materials steel slag of 51.98%, concrete crushing material of 28.44%, Plain soil of 19.57%. Verification test on the optimized mix ratio was carried out. The base materials with optimized mix ratio presented the 7d unconfined compressive strength of 11.55MPa, the 28d indirect tensile strength of 2.026MPa with error less than 2% compared with regression model prediction value. The orthogonal test was further applied to the experimental research on the mixture ratio of each admixture. It was confirmed that orthogonal test results was basically consistent with main material coupling influence test.The optimal mix ratio was as follows: 50% steel slag, 50% miscellaneous fill (concrete crushing material: plain soil = 6:4), 5% cement, 40% of slag powder, 0.02% soil curing agent. It presented 7d unconfined compressive strength of 11.93MPa with 28d indirect tensile strength of 2.050MPa. The steel slag-miscellaneous fill specimens with the optimal mix ratio exhibited significantly enhanced strength with the increase of age, and the unconfined compressive strength of the sample at 90 days was 2.27 times compared with that at 7 days, the expansion rate with 30-day high temperature water bath was only1.03%.X-ray diffraction analysis (XRD) and electron microscope scanning (SEM) test results showed that: SiO2 in slag powder reacted with f-CaO in steel slag to form a hydrated calcium silicate gel (C-S-H) and the modification effect of the soil solidification agent on the soil were the key to solving the expansion of steel slag. Concrete crushing material and steel slag could support steel slag-miscellaneous fill structure, CSH gel gradually generated with the increase of age, forming a coral-like and flaky structure, which could enhance compactness of the steel slag-miscellaneous fill base material, resulting in continuous increase of strength for base material.

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  • 收稿日期:2020-10-19
  • 最后修改日期:2021-04-09
  • 录用日期:2021-04-27
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