Experimental Study on Carbonation Durability of Kaolin Strengthened with Slag Portland Cement

被引:4
作者
Wang, Qingbiao [1 ,2 ,3 ]
Ma, Yiming [1 ]
Wang, Fuqiang [4 ]
Shi, Zhenyue [5 ]
You, Hongyue [4 ]
Tian, Yuanyuan [4 ]
Liu, Yunfei [1 ]
Hu, Zhongjing [5 ]
Song, Hongxu [6 ]
Wang, Dong [4 ]
Sun, Yueqiang [1 ]
Yang, Rongshuai [1 ]
Sun, Haoran [1 ]
机构
[1] Shandong Univ Sci & Technol, Coll Resources, Tai An 271019, Peoples R China
[2] Shandong Univ Sci & Technol, Minist Sci & Technol, State Key Lab Min Disaster Prevent & Control, Qingdao 266590, Peoples R China
[3] Shandong Univ Sci & Technol, Natl Engn Lab Coalmine Backfilling Min, Tai An 271019, Peoples R China
[4] Shandong Univ Sci & Technol, Coll Civil Engn & Architecture, Qingdao 266590, Peoples R China
[5] Shandong Univ Sci & Technol, Coll Safety & Emergency Management, Coll Safety & Environm Engn, Qingdao 266590, Peoples R China
[6] Shandong Univ Sci & Technol, Coll Energy & Min Engn, Qingdao 266590, Peoples R China
基金
中国国家自然科学基金;
关键词
slag Portland cement; carbonation durability; carbonation depth; uniaxial compressive strength test (UCST); MARINE DREDGED CLAY; ACCELERATED CARBONATION; MICROSTRUCTURE; RESISTANCE; CONCRETE; BEHAVIOR;
D O I
10.3390/ma15031240
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Slag Portland cement is an environmentally friendly and energy-saving product, which is widely used in cement-reinforced soil. This study used slag Portland cement-reinforced soil as the research object and P.O 42.5 + kaolin (POK) as the reference group. The carbonation depth and strength of P.S.A 42.5 + kaolin (PSK) at different curing times were analyzed using carbonation depth, uniaxial ground pressure strength, scanning electron microscopy (SEM), energy-dispersive spectroscopy (EDS) and X-ray diffraction (XRD). The test results show the following: (1) The active substances in PSK samples can react with calcium hydroxide produced during cement hydration and can reduce the content of OH-. The PSK samples react with OH- and CO2 in the carbonation environment. Both processes considerably reduce the content of OH-. (2) Due to the decrease in OH- content, the carbonation durability of slag Portland cement-reinforced soil is significantly less than that of ordinary Portland cement. (3) The carbonation of slag Portland cement-reinforced soil improves its strength. (4) The results of SEM + EDS and XRD confirm the carbonation depth and strength of the POK and PSK samples. The results show that PSK has important applications in subgrade or building grouting materials and in cement-soil mixing piles (walls).
引用
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页数:14
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