Microstructural evolution and mechanical behaviour of alkali activated fly ash binder treated clay

被引:12
作者
Coudert, Elodie [1 ,2 ]
Deneele, Dimitri [3 ,4 ]
Russo, Giacomo [5 ]
Vitale, Enza [5 ]
Tarantino, Alessandro [2 ]
机构
[1] Univ Cassino & Southern Lazio, Dept Civil & Mech Engn, Via Gaetano Biasio 43, I-03043 Cassino, FR, Italy
[2] Univ Strathclyde, Dept Civil & Environm Engn, 75 Montrose St, Glasgow G1 1XJ, Lanark, Scotland
[3] Univ Nantes, Inst Mat Jean Rouxel IMN, CNRS, 2 Rue Houssiniere,BP 32229, F-44322 Nantes 3, France
[4] Univ Gustave Eiffel, IFSTTAR, GERS LEE, F-44344 Bouguenais, France
[5] Univ Napoli Federico II, Dept Earth Sci Environm & Resources, Via Cinthia 21, I-80126 Naples, Italy
基金
欧盟地平线“2020”;
关键词
Kaolin; Fly ash; Soil treatment; Alkali activated material; Microstructure; Mechanical behaviour; SOIL STABILIZATION; GEOPOLYMER; SLAG;
D O I
10.1016/j.conbuildmat.2021.122917
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This work focuses on the use of alkali activated fly ash-based binder to enhance engineering characteristics of soft clay-rich soils and as a substitute to standard stabilisers (e.g., lime or cement). Especially, it examines the microstructural evolution of a calcium-rich fly ash from coal combustion-based binder activated by a sodium-based alkaline solution. To this end, the processes generating the microstructure and the evolution of the pore network over time are investigated. A second point addressed by this study is how the presence of kaolin particles affects the microstructural features of the binder. The microstructure has therefore been investigated by considering the binder alone and the binder mixed with kaolin. The effects of microstructural evolution have been observed at macroscopic level by means of one-dimensional compression tests. The combination of completing techniques has been used including Optical microscopy, Scanning Electron Microscopy and Mercury Intrusion Porosimetry in order to gain an overview of the complex pore structure. Microstructural changes occur around calcium-containing phases derived from fly ash which are the reactive phases of the system. Namely, the dissolution of calcium-rich grains leads to the formation of new compounds that first cover the grain surfaces and then further grow into the available space. Furthermore, the evolution of the pore network over time is characterized by a progressive filling of capillary pores by new compounds while small nanometric pores are being formed and associated with the newly formed silicate-calcium chains. Similar tendencies are observed when the binder is mixed with the soil although the general porosity is lesser due to the filling of pores by small-sized kaolinite platelets. Experimental evidences at microscale level have been linked to the macroscopic behaviour of treated soil. Crown Copyright (C) 2021 Published by Elsevier Ltd. All rights reserved.
引用
收藏
页数:16
相关论文
共 39 条
[1]  
[Anonymous], 2004, RUL LAW TRANS JUST C
[2]  
Askeland DR., 2011, SCI ENG MAT
[3]  
Basha EA, 2003, ELECTRON J GEOTECH E, V8
[4]  
Buchwald A., 2003, Proceedings of the 11th international congress on the chemistry of cement (ICC), P1238
[5]  
Chemeda Y., 2015, EFFECT HYDRATED LIME
[6]  
Clemens Helmut., 2008, Neutrons and Synchrotron Radiation in Engineering Materials Science, P1, DOI DOI 10.1002/9783527621927.CH1
[7]   Use of alkali activated high-calcium fly ash binder for kaolin clay soil stabilisation: Physicochemical evolution [J].
Coudert, Elodie ;
Paris, Michael ;
Deneele, Dimitri ;
Russo, Giacomo ;
Tarantino, Alessandro .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 201 :539-552
[8]   Deep soft soil improvement by alkaline activation [J].
Cristelo, Nuno ;
Glendinning, Stephanie ;
Teixeira Pinto, Amandio .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2011, 164 (02) :73-82
[9]   Effect of calcium content on soil stabilisation with alkaline activation [J].
Cristelo, Nuno ;
Glendinning, Stephanie ;
Fernandes, Lisete ;
Pinto, Amandio Teixeira .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 29 :167-174
[10]  
Deneele D., 2020, GEOTECHNICAL RES LAN, V40