Studies on compressive strength of sand stabilized by alkali-activated ground bottom ash and cured at the ambient conditions
- 882 Downloads
Bottom ash is a by-product generated during the coal combustion of thermal power plant. Bottom ash-based geopolymer has been reported as a promising substitute of cement in concrete.
In this study, bottom ash collected from Honam Coal Power Plant was ground to be used as a soil stabilizer. Sodium hydroxide solution (NaOH) with different molarity concentration and sodium silicate solution (Na2SiO3) were added to enhance the polymerization reaction of ground bottom ash. The effects of water/ground bottom ash, Na2SiO3/NaOH ratio and concentration of NaOH solution on the unconfined compressive strength of sand mixture at the ambient curing conditions were investigated.
The results indicated that ground bottom ash can be utilized to stabilize sand as a main binder at the ambient curing conditions. In particular, with the 4 M concentration of sodium hydroxide solution, the Na2SiO3/NaOH ratio of 1.5 and the water/binder ratio of 0.35, the highest compressive strength obtained at 28 days was around 9 MPa.
The compressive strength of sand mixture increased with an increase of NaOH solution concentration and the ratio of Na2SiO3/NaOH, however, it dramatically decreased with the addition of water to the mixture.
KeywordsCompressive strength Ground bottom ash Alkaline activator Sand Ambient condition
Nowadays, cement plays an important role in the construction industry. According to statistics, the production of cement in the world increased from 3310 million metric tons in 2010 to 4100 million metric tons in 2015 , http://www.statista.com. However, the production of cement creates some environmental issues especially such as CO2 emissions causing the greenhouse effects. It is estimated that corresponds to one ton of cement produced, one ton of CO2 will be emitted into the atmosphere . The cement production contributed about 7 % of the total greenhouse gas emissions to the earth’s atmosphere . In the efforts to solve these issues many studies to find out the alternative material to substitute cement have been published [3, 11, 14, 16, 18]. One of the new alternative materials which can be used to replace cement is geopolymer materials.
The term “geopolymer” was first introduced by Joseph Davidovits in 1978 . Geopolymers are formed by reacting silica-rich and alumina-rich solids with an alkaline solution, resulting in a mixture of gels and crystalline compounds that eventually harden into a new strong matrix . Depending on the raw material characteristics and processing conditions such as curing conditions, alkaline concentration and types of alkali cations, geopolymers can exhibit a wide variety of properties and characteristics, including properties of cementitious materials and adhesives, high compressive strength, fire resistance, and low thermal conductivity . Using geopolymer materials have great significance for the environment. It is not only reduce greenhouse gas emissions but also consume large volumes of industrial wastes . In general, the two main ingredients involve in the formation of geopolymer are the aluminosilicate binder and alkali activating agent. The binders are composed of high aluminosilicates contain such as slag, fly ash, rice-husk ash while the alkaline activating agents are compounds of alkali metals (NaOH, KOH).
Chemical composition of ground bottom ash and fly ash (% by weight)
Ground bottom ash
Currently, some researchers have used ground bottom ash as a partial replacement of cement or combined it with alkali activating agent to completely replace cement. The most common alkaline activator used in geopolymerisation is a combination of sodium hydroxide (NaOH) or potassium hydroxide (KOH) and sodium silicate or potassium silicate . In general, the geopolymer mortar is prepared with a high concentration of NaOH solution (10 M) and specimens are cured at the high temperature (65 °C for 48 h) to achieve higher compressive strength of over 20 Mpa .
This study focuses on the assessment of the compressive strengths of sand mixtures which were stabilized by alkali-activated ground bottom ash prepared with low concentration of NaOH solution and cured at the ambient conditions. It would lay a foundation for the future utilization of ground bottom ash as a valuable resource of stabilizing soil for sustainable infrastructure constructions instead of treating bottom ash as a waste material.
Geotechnical properties of sand
At first, in order to evaluate the effect of NaOH solution concentration on compressive strength of stabilized sand, various molar concentrations of 2, 4, 6 and 8 M were employed. While the liquid alkali activator/ground bottom ash ratio and the Na2SiO3/NaOH ratio of were fixed as 0.5 and 1.5, respectively.
Secondly, 4 M of concentration of NaOH solution was selected basing on the results of the first experiment. To assess the effect of water/ground bottom ash ratio on compressive strength of stabilized sand, the various amounts of water were added to the mixture. Other parameters as the liquid alkali activator/ground bottom ash ratio and the Na2SiO3/NaOH ratio were still kept as 0.5 and 1.5, respectively.
Finally, the Na2SiO3/NaOH ratio was varied from 0.5 to 2.5 to assess the effects of Na2SiO3/NaOH ratio on compressive strength and to find out the optimum ratio. Meanwhile, the liquid alkali activator/ground bottom ash ratio of 0.5 were kept.
Ground bottom ash was first mixed with NaOH solution and Na2SiO3 solution for 10 min to allow the leaching of ions. Sand was mixed with the ground bottom ash with a ratio of 3:1 and extra water was added if needed. Thereafter, fresh mixtures were cast in the cylindrical molds (ϕ = 50 mm, h = 100 mm). Based on the test method for laboratory compaction characteristics of soil , fresh mixture in the mold was divided into three layers and compacted with 25 blows of rammer for each layer. Finally, molds were immediately capped to prevent moisture loss. All specimens were demolded after 24 h and then cured at the ambient condition (50 % humidity and 15 °C). Compressive strengths of specimens were measured at the ages of 7, 14, 28 days.
Results and discussion
Effect of NaOH solution concentration
This phenomenon is similar with other previous studies of Chindaprasirt et al. , Sathonsaowaphak et al. , and Hanjitsuwan et al. . Chindaprasirt et al.  showed that the strength increased with the increase of NaOH concentration mainly because of the amount of leaching of silica and alumina ions and resulted in a high degree of geopolymerization. In another study performed by Chindaprasirt and Chalee  involving the chloride penetration of geopolymer concrete, the authors have pointed out that an increase NaOH solution concentration in geopolymer concrete resulted in a low porosity of paste and an increase in the compressive strength.
Based on this case study, alkaline-activated ground bottom ash prepared with low concentration of NaOH solution has demonstrated the ability to stabilize sand at the ambient temperature curing condition. In addition, it can also be observed from Fig. 5 that with 2 M of NaOH solution concentration, the compressive strength of stabilized sand is relatively high. However, a concentration of 4 M was selected for the further experiments to ensure the attainment of high strength when concentration of solution will be significantly reduced by adding water.
Effect of water/ground bottom ash ratio
The main reason of the decrease of strength is excess water, which is diluted the liquid and thus slowed down the dissolution and reaction of the geopolymerization process. Another reason is that extra water reduces the efficiency of compaction, which cause high porosity in the specimens.
The variation of compressive strength corresponding to the ratio of water and ground bottom ash is one of the key parameters in design of sand stabilization. From the value of water content of sand material collected in the field, engineers can estimate the amount of binder needed to produce a desired strength by comparing with the results indicated in Fig. 6.
Effect of Na2SiO3/NaOH ratio
By grinding the bottom ash and activating it with optimized amount of NaOH and Na2SiO3, sand can be stabilized sufficiently in early age and compressive strength of sand mixture was increased up to around 10 MPa within 28 days even though cured in ambient condition.
The higher the concentration of NaOH, the higher the compressive strength of sand mixture. However, 2–4 M of NaOH is appropriate not only for the activating ground bottom ash for the geotechnical infrastructure but also for the economic benefit.
The increment of amount of water causes the rapid decrease of compressive strength of sand mixture. However, the compressive strength of 28 days was obtained as 4 MPa even though the amount of water in sand mixture is increased nearly double.
The compressive strength of sand mixture increases to a certain limit with the increase of Na2SiO3/NaOH ratio. The optimum of Na2SiO3/NaOH ratio is 2.
YSK gave ideas and participated in amending the manuscript. MQD and TMD participated in performing experiments, analyzing data, and drafting the manuscript. All authors read and approved the final manuscript.
This research was supported by a Grant (No 16-RDRP-B076564-03) from Regional Development Research Program funded by Ministry of Land, Infrastructure and Transport of Korean government.
The authors declare that they have no competing interests.
- 1.ASTM C204 (2016) Standard test methods for fineness of hydraulic cement by air-permeability apparatus, ASTM International, West Conshohocken, PAGoogle Scholar
- 2.ASTM D698 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort [12400 ft-lbf/ft3 (600 kN-m/m3)], ASTM International, West Conshohocken, PAGoogle Scholar
- 8.Davidovits J, Comrie DC, Paterson JH, Ritcey DJ (1990) Geopolymeric concretes for environmental protection. Concr Int 12(7):30–40Google Scholar
- 9.Davidovits J (1994) Properties of geopolymer cements, First international conference on alkaline cements and concretes, Kiev State Technical University, Kiev, UkraineGoogle Scholar
- 12.Ghgafoori N, Cai Y (1998) Laboratory-made roller compacted concretes containing dry bottom ash: part I-mechanical properties. ACI Mater J 95(2):121–130Google Scholar
- 17.Majidi B (2009) Geopolymer technology, from fundamentals to advanced applications: a review. Mater Technol Adv Perform Mater 24(2):79–87Google Scholar
- 22.United States and world cement production in 2010 and 2015 (2016). http://www.statista.com/statistics/219343/cement-production-worldwide/
Open AccessThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.