2017
DOI: 10.1016/j.conbuildmat.2017.02.009
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Weathering’s beneficial effect on waste-stabilised rammed earth: a chemical and microstructural investigation

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Cited by 50 publications
(26 citation statements)
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“…Wetting-drying cycles have a double effect on stabilised soils: i) the swelling and shrinking behaviour of clays has a detrimental effect on expansive soils, leading to a destruction of the hydrated gel; ii) the availability of water and the relatively high temperatures (71°C) in the drying cycles triggers the hydration of unreacted stabilisers present in the mixture, forming new cementitious products [54]. Renewed inundation of large pores by cementitious gel, formed by the activation of large quantities of unreacted FA during wet and dry cycles, has previously been demonstrated by the authors [29] and contributes to hysteresis via the ink-bottle effect, where moisture becomes trapped inside large pores whose entrances are restricted [42,55,56]. Given the far higher FA and calcium hydroxide content of CCR-stabilised material, opportunities for renewed hydration reactions were more likely in CCR-FA ELS.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…Wetting-drying cycles have a double effect on stabilised soils: i) the swelling and shrinking behaviour of clays has a detrimental effect on expansive soils, leading to a destruction of the hydrated gel; ii) the availability of water and the relatively high temperatures (71°C) in the drying cycles triggers the hydration of unreacted stabilisers present in the mixture, forming new cementitious products [54]. Renewed inundation of large pores by cementitious gel, formed by the activation of large quantities of unreacted FA during wet and dry cycles, has previously been demonstrated by the authors [29] and contributes to hysteresis via the ink-bottle effect, where moisture becomes trapped inside large pores whose entrances are restricted [42,55,56]. Given the far higher FA and calcium hydroxide content of CCR-stabilised material, opportunities for renewed hydration reactions were more likely in CCR-FA ELS.…”
Section: Discussionmentioning
confidence: 99%
“…8d and e). The higher surface area of CEM-FA ELS (S) compared to CCR-FA ELS (S) could be explained by the higher degree of hydration of the stabilisers used in the former case under standard curing conditions [29].…”
Section: Nitrogen Adsorption-desorption Isothermsmentioning
confidence: 99%
“…A summary of all mixes is given in Table 1. Extensive microstructural investigations of Mixes 4, 5 and 6 were presented by the authors in [14,15]. CL, RCA and ELS particle size distributions (PSDs) are presented in Fig.…”
Section: Methodsmentioning
confidence: 99%
“…The height of the samples used in this work (200 mm) and the number of compacted layers (5) differ from those proposed in ASTM D559M (116 mm and only one layer). These dimensions were chosen to permit UCS testing of specimens post-WBT [14]. The test is deemed successful if the weight loss is lower than 5%, according to Fitzmaurice [24].…”
Section: Wire Brush Testmentioning
confidence: 99%
“…For this reason, raw earth is often chemically stabilised by addition of hydraulic binders such as cement or lime (Walker, 1995;Bui et al, 2009;Reddy, 2012), which improve water durability but also introduce undesirable collateral effects on stiffness, strength and moisture buffering capacity. A number of studies have analysed the effect of stabilisation by hydraulic binders on stiffness and strength (Walker, 1995;Jayasinghe and Kamaladasa, 2007;Morel et al, 2007;Ciancio and Gibbings, 2012;Bui et al, 2014;Ciancio et al, 2014;Kariyawasam and Jayasinghe, 2016;Arrigoni et al, 2017a) but also on moisture buffering capacity (Liuzzi et al, 2013;McGregor et al, 2014;Arrigoni et al, 2017b). These investigations have shown that stabilisation by hydraulic binders generally improves the mechanical properties of raw earth but considerably reduces the ability of the material to store and release moisture.…”
Section: Introductionmentioning
confidence: 99%