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关于用可渗透聚合物材料改善黄土性质的研究

Study on Improving Loess Properties with Permeable Polymer Materials.

作者信息

Mu Jiaqi, Zhuang Jianqi, Kong Jiaxu, Wang Shibao, Wang Jie, Zheng Jia, Fu Yuting, Du Chenhui

机构信息

Key Laboratory of Western China Mineral Resources and Geological Engineering, College of Geological Engineering and Geomatics, Chang'an University, Xi'an 710054, China.

出版信息

Polymers (Basel). 2022 Jul 14;14(14):2862. doi: 10.3390/polym14142862.

Abstract

Loess has strong water sensitivity, strong collapsibility, and low strength resulting in failures such as landslides, due to its loose structure. In order to improve the loess characteristics and to better meet the needs of engineering, a colorless, transparent, and permeable composite material is proposed in this paper. Water stability, erosion, unconfined compression, and triaxial tests were conducted to investigate the change of the strength properties and soil erosion resistance. The water sensitivity and strength properties of the loess are significantly improved as the stabilizer concentration increases. When scoured for 20 min, the erosion rates of the reinforced and the unreinforced soil were 95% and 6.25%, respectively, and demonstrated a 15.12 times reduction in erosion rates. The optimal concentration of the mixed solution is 0.6%. The triaxial test, CT, and SEM scanning tests were used to reveal the intrinsic mechanisms. The results demonstrated that the internal friction angle of the reinforced soil increases from 28.09° to 30.57°, and the cohesion changes from 25 kPa to 37.4 kPa. A large number of pores with a diameter of 900-1000 μm are reduced to 0-200 μm, and some pores with a length greater than 600 μm reduce to a length of less than 200 μm; The agglomeration and cementation, the filling of pores, and the formation of membrane structures have contributed greatly to the improvement of loess properties. Furthermore, the newly composite material has significant application potential needed to stabilize soil.

摘要

黄土具有很强的水敏感性、高压缩性且强度低,由于其结构松散,容易导致山体滑坡等灾害。为了改善黄土特性并更好地满足工程需求,本文提出了一种无色、透明且可渗透的复合材料。通过进行水稳定性、侵蚀、无侧限抗压和三轴试验,研究了强度特性和抗土壤侵蚀能力的变化。随着稳定剂浓度的增加,黄土的水敏感性和强度特性得到显著改善。在冲刷20分钟时,加筋土和未加筋土的侵蚀率分别为95%和6.25%,侵蚀率降低了15.12倍。混合溶液的最佳浓度为0.6%。采用三轴试验、CT和SEM扫描试验揭示其内在机理。结果表明,加筋土的内摩擦角从28.09°增加到30.57°,黏聚力从25kPa变化到37.4kPa。大量直径为900 - 1000μm的孔隙减少到0 - 200μm,一些长度大于600μm的孔隙减少到小于200μm;团聚和胶结、孔隙填充以及膜结构的形成对黄土性能的改善有很大贡献。此外,这种新型复合材料在土壤稳定方面具有显著的应用潜力。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7406/9318597/7a4a5c7fea20/polymers-14-02862-g001.jpg

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