| 新型土壤固化剂的实验研究 |
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| 引用本文： | 隋肃,吴波,陶文宏,杨中喜,岳云龙. 新型土壤固化剂的实验研究[J]. 山东建材, 2005, 26(3): 33-37 |
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| 作者姓名： | 隋肃 吴波 陶文宏 杨中喜 岳云龙 |
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| 作者单位： | 1. 济南大学科技处
2. 济南大学材料学院,济南,250022 |
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| 摘 要： | 采用四种固化剂，在不同掺量下固化黏土和黄河淤泥，测其抗压强度，比较其固化效果，并探讨固化剂的固化机理，得出固化剂的最佳掺量。
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| 关 键 词： | 土壤固化剂 实验研究 抗压强度 固化机理 最佳掺量 淤泥 |
| 文章编号： | 1003-1324(2005)03-0052-05 |
| 修稿时间： | 2005-05-09 |
Research on new soil solidify agent |
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| Suisu,Wubo,Tao Wenhong,yang zhongxi,yue yunlong. Research on new soil solidify agent[J]. Shandong Building Materials, 2005, 26(3): 33-37 |
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| Authors: | Suisu Wubo Tao Wenhong yang zhongxi yue yunlong |
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| Affiliation: | Suisu~1,Wubo~2,Tao wenhong~2,yang zhongxi~2,yue yunlong~1 |
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| Abstract: | In this article, four kinds of soil solidify agents were used. Clay and Huanghe silt were solidified in different ratios of blending, the side measure pressure intensities of solidifying soils, the other experimented and compared with each other. Then we discussed mechanism of soil solidify agent and concluded the best ratio of blending. |
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| Keywords: | soil solidify agent three ratios of blending soil pressure intensities |
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