Weathering's beneficial effect on waste-stabilised rammed earth: a chemical and microstructural investigation

被引:45
作者
Arrigoni, Alessandro [1 ]
Pelosato, Renato [1 ]
Dotelli, Giovanni [1 ]
Beckett, Christopher T. S. [2 ]
Ciancio, Daniela [2 ]
机构
[1] Politecn Milan, Dipartimento Chim Mat & Ingn Chim G Natta, Piazza Leonardo da Vinci 32, I-20133 Milan, Italy
[2] Univ Western Australia, Sch Civil & Resource Engn, 35 Stirling Highway, Perth, WA 6009, Australia
基金
澳大利亚研究理事会;
关键词
Stabilised rammed earth; Weathering; Fly ash; Calcium carbide residue; Waste materials; Strength; Microstructure; Autogenous healing; CALCIUM CARBIDE RESIDUE; FLY-ASH; COMPRESSIVE STRENGTH; LIME; SOIL; DURABILITY; BEHAVIOR; CLAY; RECOMMENDATIONS; TEMPERATURE;
D O I
10.1016/j.conbuildmat.2017.02.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The most common method to improve the mechanical properties of a rammed earth mix is to add chemical stabilisers like cement and/or lime. Varying the stabiliser type will affect strength gain but also the environmental impact. In this paper, the effect of wetting-drying cycles on the long-term unconfined compressive strength of stabilised rammed earth (SRE) mixes was investigated through the chemical characterisation of the soil components and microstructural analyses. The mixes were stabilised using different agents characterised by distinct environmental impacts, such as cement, calcium carbide residue and fly ash. These last two are considered waste materials, significantly affecting their use's associated environmental implications. The results of this experimental campaign support others in this series of work and showed an improvement of the mechanical properties after cyclic wetting-drying due to the formation of new hydration products which bound particles together. The use of waste materials proved to be an effective solution to stabilise RE. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:157 / 166
页数:10
相关论文
共 70 条
[1]  
[Anonymous], 2006, 1289351 AS
[2]  
[Anonymous], 12895212003 AS
[3]  
[Anonymous], 2016, INT ENERGY OUTLOOK 2
[4]  
[Anonymous], 2015, C61815 ASTM
[5]  
[Anonymous], 2009, AS 1289.3.2.1-2009 methods of testing soils for engineering purpose, method 3.2.1: Soil classification tests-determination of the plastic limit of a soil
[6]  
[Anonymous], EXPANDING BOUNDARIES
[7]   Reduction of rammed earth's hygroscopic performance under stabilisation: an experimental investigation [J].
Arrigoni, Alessandro ;
Grillet, Anne-Cecile ;
Pelosato, Renato ;
Dotelli, Giovanni ;
Beckett, Christopher T. S. ;
Woloszyn, Monika ;
Ciancio, Daniela .
BUILDING AND ENVIRONMENT, 2017, 115 :358-367
[8]  
ASTM, 2015, D559D559M15 ASTM
[9]   Chequered earth construction in south-western France [J].
Aubert, Jean-Emmanuel ;
Marcom, Alain ;
Oliva, Priscia ;
Segui, Pauline .
JOURNAL OF CULTURAL HERITAGE, 2015, 16 (03) :293-298
[10]   Durability of cement-stabilised rammed earth: a case study in Western Australia [J].
Beckett, C. T. S. ;
Ciancio, D. .
AUSTRALIAN JOURNAL OF CIVIL ENGINEERING, 2016, 14 (01) :54-62