Engineering properties evaluation of unfired sludge bricks solidified by cement-fly ash-lime admixed nano-SiO2 under compaction forming technology

被引:36
作者
Lang, Lei [1 ,2 ]
Chen, Bing [1 ,2 ]
Pan, Yongjian [3 ]
机构
[1] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, 800 Dongchuan Rd, Shanghai 200240, Peoples R China
[2] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai Key Lab Digital Maintenance Bldg & Infra, Shanghai 200240, Peoples R China
[3] Zhejiang Engn Invest Inst, 501 Liyuan South Rd, Ningbo 315000, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Dredged sludge; Unfired sludge bricks; Engineering properties; Nano-SiO2; Microstructure; PAPER-MILL SLUDGE; MECHANICAL-PROPERTIES; MARINE-SEDIMENTS; EXPANSIVE SOIL; CLAY; STRENGTH; MICROSTRUCTURE; STABILIZATION; MANUFACTURE; DURABILITY;
D O I
10.1016/j.conbuildmat.2020.119879
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigated the engineering properties of unfired sludge bricks (USB) made from dredged sludge and cement-fly ash-lime admixed nano-SiO2 binders under compaction forming technology. A series of laboratory tests were conducted to evaluate the effects of cement content, mass ratio of lime to fly ash (L/FA) and nano-SiO2 (NS) content on the physical, mechanical and thermal insulation performance of USB. Furthermore, scanning electron microscopy (SEM) and X-ray diffraction (XRD) tests were also performed to explore the microstructural properties of USB. The results indicated that the binder composed of 15% cement, 1% lime, 9% fly ash and 1.5% NS was recommended to replace 25% cement for preparing USB, which can increase 7-, 28- and 60-day compressive strength by 1.37, 12.94 and 23.30%, respectively. The bulk density of USB increased with the increase of cement and NS content, but decreased with the L/FA. The water absorption of USB decreased with increasing cement and NS content, but increased with the L/FA. The lime content used in USB should be less than 3%. The pH of USB decreased with increasing NS content, and tended to be stable as the NS content increased to more than 1.5%. The increase of cement and NS content had adverse effect on the thermal insulation performance, but this can be effectively improved by the inclusion of lime and fly ash. A positive linear relationship was achieved between thermal conductivity and bulk density. The microstructure analysis confirmed that the CSH and CAH gels were the main cementitious products inside the USB, and the calcite (CaCO3) may be responsible for the micro-cracks appeared in USB. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:12
相关论文
共 74 条
[1]   Microstructure and mechanical properties of a metakaolinite-based geopolymer nanocomposite reinforced with carbon nanotubes [J].
Abbasi, Saloumeh Mesgari ;
Ahmadi, Hamidreza ;
Khalaj, Gholamreza ;
Ghasemi, Bahar .
CERAMICS INTERNATIONAL, 2016, 42 (14) :15171-15176
[2]   Multiproperty characterization of cleaner and energy-efficient vegetal concrete based on one-part geopolymer binder [J].
Ahmad, Muhammad Riaz ;
Chen, Bing ;
Haque, M. Aminul ;
Oderji, Sajjad Yousefi .
JOURNAL OF CLEANER PRODUCTION, 2020, 253
[3]   Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman [J].
Al-Rawas, AA ;
Hago, AW ;
Al-Sarmi, H .
BUILDING AND ENVIRONMENT, 2005, 40 (05) :681-687
[4]  
American Society, 2010, D221610 ASTM
[5]  
American Society of Testing and Material (ASTM), STAND TEST METH LAB
[6]  
American Society of Testing and Material (ASTM), 2005, C20002005 ASTM
[7]  
[Anonymous], 2013, D497213 ASTM, DOI DOI 10.1520/D4972-13.2
[8]  
[Anonymous], 2005, 7711 TS EN
[9]  
[Anonymous], 2012, C62 ASTM
[10]   Geotechnical characteristics of recycled crushed brick blends for pavement sub-base applications [J].
Arulrajah, A. ;
Piratheepan, J. ;
Bo, M. W. ;
Sivakugan, N. .
CANADIAN GEOTECHNICAL JOURNAL, 2012, 49 (07) :796-811