journal article·2016-06

Magnesia reactivity on activating efficacy for ground granulated blastfurnace slag for soft clay stabilisation

Yaolin Yi, Liyang Gu, Songyu Liu, Fei Jin

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Abstract

Three types of magnesia (MgO) with varying reactivity were used to activate ground granulated blastfurnace slag (GGBS) for soft clay stabilisation; the effect of MgO reactivity on the stabilisation efficacy was investigated. A range of tests were employed to study the mechanical and microstructural properties of the stabilised clays, including unconfined compressive strength, X-ray diffraction, scanning electron microscopy and mercury intrusion porosimetry. The results indicated that MgO with high reactivity had high activating efficacy for GGBS, and accelerated the strength development rate of stabilised clay; however, excessive MgO with high reactivity also had negative effect on its strength performance. Hence, low content of MgO with high reactivity is suggested for soft clay stabilisation application.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Concrete and Cement Materials Research · Magnesium Oxide Properties and Applications · Recycling and utilization of industrial and municipal waste in materials production

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (33)

Show source-provided references
1. ASTM: D1633-00 · 2007
2. ASTM: D2216 · 2010
3. ASTM: D4318 · 2010
4. The effect of magnesite calcination conditions on magnesia hydration10.1016/S0892-6875(00)00146-1 ↗
5. China Ferrous Metallurgy Industry Standard (CFMIS) · 2006
6. Effect of pore water chemistry on the hydro-mechanical behaviour of lianyungang soft marine clay10.1016/j.clay.2014.04.007 ↗
7. Biochar sequestration in lime-slag treated synthetic soils: a green approach to ground improvement10.1061/(ASCE)MT.1943-5533.0001113 ↗
8. Higgins · 2005
9. GGBS and sustainability10.1680/coma.2007.160.3.99 ↗
10. Compression behaviour of reconstituted soils at high initial water contents10.1680/geot.09.P.059 ↗
11. Effects of curing environment on the strength and mineralogy of lime-GGBS-treated acid sulphate soils10.1061/(ASCE)MT.1943-5533.0000887 ↗
12. Behaviour of lime-slag-treated clay10.1680/grim.2008.161.4.207 ↗
13. Characterisation of different commercial reactive magnesia10.1680/adcr.13.00004 ↗
14. Effects of different reactive MgOs on the hydration of MgO-activated GGBS paste10.1061/(ASCE)MT.1943-5533.0001009 ↗
15. Strength and hydration properties of reactive MgO-activated ground granulated blastfurnace slag paste10.1016/j.cemconcomp.2014.10.007 ↗
16. Designed non-fired clay mixes for sustainable and low carbon use10.1016/j.clay.2012.02.021 ↗
17. Approach on the engineering properties of Lianyungang marine clay from piezocone penetration tests10.1080/10641190802265994 ↗
18. Effects of calcination condition on expansion property of MgO-type expansive agent used in cement based materials10.1016/j.cemconres.2009.09.025 ↗
19. Sustainable soil stabilisation with blast furnace slag-a review10.1680/coma.2010.163.3.157 ↗
20. Enhancing the durability of flooded low-capacity soils by utilizing lime-activated ground granulated blast furnace slag (GGBS)10.1016/j.enggeo.2011.07.009 ↗
21. Compressive strength and microstructural analysis of unfired clay masonry bricks10.1016/j.enggeo.2009.08.010 ↗
22. Alkali-activated cements: opportunities and challenges10.1016/S0008-8846(98)00093-3 ↗
23. Shi · 2006
24. Mechanism by which ground granulated blast furnace slag prevents sulphate attack of limestabilised kaolinite10.1016/S0008-8846(99)00007-1 ↗
25. Hydration products of alkali activated slag cement10.1016/0008-8846(95)00045-E ↗
26. Effects of partial substitution of lime with ground granulated blast furnace slag (GGBS) on the strength properties of lime stabilised sulphate-bearing clay soils10.1016/S0013-7952(98)00039-8 ↗
27. Stabilisation of clayey soils with industrial by-products: part A10.1680/grim.2010.163.3.149 ↗
28. Resistance of MgO-GGBS and CS-GGBS stabilised marine soft clays to sodium sulfate attack10.1680/geot.14.T.012 ↗
29. Microstructural and mechanical properties of marine soft clay stabilized by lime-activated ground granulated blastfurnace slag10.1016/j.clay.2014.11.005 ↗
30. Comparison of reactive magnesia- and Carbide slag-activated ground granulated blastfurnace slag and Portland cement for stabilisation of a natural soil10.1016/j.clay.2015.03.023 ↗
31. Property changes of reactive magnesia-stabilized soil subjected to forced carbonation10.1139/cgj-2015-0135 ↗
32. Change of hydraulic conductivity during compression of undisturbed and remolded clays10.1016/j.clay.2010.11.005 ↗
33. Experimental investigation of unconfined compression strength and stiffness of cement treated salt-rich clay10.1080/1064119X.2012.690826 ↗