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Experimental Study on Durability Degradation of Geopolymer-Stabilized Soil under Sulfate Erosion.
Wang G, Chen S, Xia M, Zhong W, Han X, Luo B, Sabri MMS, Huang J. Wang G, et al. Materials (Basel). 2022 Jul 22;15(15):5114. doi: 10.3390/ma15155114. Materials (Basel). 2022. PMID: 35897546 Free PMC article.
The N-A-S-H gel formed by the polymerization in the geopolymer contributes to hindering the intrusion of sulfate ions, thereby improving the sulfate resistance of stabilized soil. The research results can provide a reference for technology that stabilizes soil with industr …
The N-A-S-H gel formed by the polymerization in the geopolymer contributes to hindering the intrusion of sulfate ions, thereby improving the …
Influence of Multiple Factors on the Workability and Early Strength Development of Alkali-Activated Fly Ash and Slag-Based Geopolymer-Stabilized Soil.
Li X, Zhao Y, Hu Y, Wang G, Xia M, Luo B, Luo Z. Li X, et al. Materials (Basel). 2022 Apr 6;15(7):2682. doi: 10.3390/ma15072682. Materials (Basel). 2022. PMID: 35408014 Free PMC article.
Specifically, the 3, 7, and 28 d UCS values of II-2-O were 1.65, 1.89, and 2.26 MPa, respectively, and its 3 d/28 d UCS ratio and 7 d/28 d UCS ratio were 73.01% and 83.63%, respectively. These results will be of great importance in further research on (and construction …
Specifically, the 3, 7, and 28 d UCS values of II-2-O were 1.65, 1.89, and 2.26 MPa, respectively, and its 3 d/28 d UCS ratio and 7 d/28 d U …