Evaluation of Pulverized Cow Bone Ash and Waste Glass Powder on the Geotechnical Properties of Tropical Laterite

Adetayo, Oluwaseun; Umego, Okwunna Maryjane; Faluyi, Feyidamilola; Odetoye, Adefunke O.; Bucknor, Anthony; Busari, A. A.; Sanni, A.A.

doi:10.1007/s12633-021-00999-4

Cited by 10 publications

(11 citation statements)

References 19 publications

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“…Blayi, et al (2020) used different WG contents of 0%, 2.5%, 5%, 10%, 15%, and 25 % in soils and found that the increase in the WG content from 0% to 25% led to a decrease in the OMC from 18.5% to 13% and an increase in the MDD from 1.74 g/cm3 to 1.94 g/cm3, which are equivalent to nearly 30% reduction in the OMC and more than 9% increase in the MDD when the WG content increased from 0% to 25%. Adetayo, et al (2021) conducted field tests with two test pits (Pits A and B) at different depths (1.5 m and 1.25 m, respectively) to evaluate the effect of WG and Cow Bone Ash and found that the MDD of the treated soil in Pit A was increased by 8.8% (from 1.7 to 1.85 g/cm3) by adding 4% WG and Cow Bone Ash. However, a further increase in the WG and Cow Bone Ash content (e.g., 8%) in the soil reduced the MDD from 1.85 to 1.76 g/cm3 (the same result obtained by [Kumar, et al, 2020]).…”

Section: Mdd and Omcmentioning

confidence: 99%

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Effect of Waste Glass on Properties of Treated Problematic Soils

Sherwany,

Kakrasul,

Han

2023

ARO

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Soils are the most commonly used construction material in engineering projects. Fine-grained soils especially clayey soil may expand and lose strength when wet and shrink when dry, resulting in a significant volume change. Construction on weak soils has created challenges for various civil engineering projects worldwide, including roadways, embankments, and foundations. As a result, improving weak soil is vital, particularly for highway construction. The properties of this type of soil can be improved by waste-recycled materials such as waste glass (WG). The WG must be crushed and ground to a fine powder first and then can be mixed in various proportions with the soil. The primary objective of this study is to review the effect of WG on geotechnical properties of fine-grained soils treated by WG. To demonstrate the effects, the treated fine-grained soils at varying percentages of WG are compared with untreated soils. Physical properties (e.g., Atterberg limits, swelling, and maximum dry density), mechanical properties (e.g., California bearing ratio, and unconfined compressive strength) are evaluated. The test results from the literature show that adding a certain percentage of WG leads to a substantial effect on the properties of fine-grained soils; hence, using WG could reduce the required thickness of subbases in the construction of driveways and roads.

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Section: Mdd and Omcmentioning

confidence: 99%

“…CBR is an essential geotechnical engineering parameter for evaluating subgrade and base course strengths and stiffness for pavement design including the determination of pavement thicknesses (Adetayo, et al, 2021;Siyab Khan, Tufail and Mateeullah, 2018). The typical range for CBR value of a subgrade layer is in the range of 2% to 12% [59].…”

Section: Cbrmentioning

confidence: 99%

Effect of Waste Glass on Properties of Treated Problematic Soils

Sherwany,

Kakrasul,

Han

2023

ARO

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“…Cow bone ash, is an inorganic material gotten from cow bones, dried outside at an average temperature of 30 °C for 48 h and burnt at an extremely high temperature ranging between 900 to 915 °C in a furnace or consuming in the air and grounded to fine powder utilizing processing machine [41]. In this manner, Trends Sci.…”

Section: Cow Bone Ashmentioning

confidence: 99%

Performance Evaluation of Ternary Blends of Pulverized Cow Bone Ash and Waste Glass Powder on the Strength Properties of Concrete

et al. 2022

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The amounts of agricultural waste in cow bone and industrial waste glass in Nigeria have been expanding significantly, thereby increasing the danger to general wellbeing particularly in urban communities. This research examined the suitability of ternary blends of pulverized cow bone ash and waste glass powder (PCBAWGP) equally combined and partially replaced Portland cement in 0, 10, 20, 30 and 40 % percentages in concrete production. Physical and chemical properties were done on the concrete constituent materials. Compressive and tensile strengths of the hardened concrete of grade M20, mix proportion 1:2.17:3.4 were tested after 7, 14, 28, 60 and 90 days. The result of the physical properties uncovered that PCBAWGP had 2.70, 2.05 % and 1364 kg/m3 for specific gravity, moisture content and bulk density, respectively. From the consequences of the compressive strength, it showed that as the curing age of the concrete increases, the compressive strength expanded, the compressive strength outcomes at 10 % PCBAWGP partially replaced concrete is 15.55, 24.15, 19.85, 27.60 and 37.98 N/mm2 individually at 7, 14, 28, 60 and 90 days. At 90 days curing age, the tensile strength results for the control mix and 20 % PCBAWGP replacement was 2.72 and 1.88 N/mm2, respectively. The concrete strengths improved with concrete age and this was statistically affirmed utilizing ANOVA. This investigation showed that utilizing PCBAWGP in concrete is sustainable thereby reducing the dumped wastes and lessen CO2 outflows into the atmosphere by diminishing the extent of Portland cement in unit volume of cement produced. HIGHLIGHTS The compressive strength of concrete reduces as % pulverized cow bone ash and waste glass powder PCBAWGP increases. The compressive strength generally increases with increase in age of curing. The minimum and maximum compressive strength of concrete at 10 and 40 % PCBAWGP content for 1:2.17:3.4 concrete mix ratio at 28- and 90-days curing age are 19.85, 37.98 N/mm2 and 15.68, 22.31 N/mm2, respectively The minimum and maximum tensile strength of concrete at 10 and 40 % PCBAWGP at 28- and 90-days curing age are 1.71, 2.19 N/mm2 and 0.70, 1.55 N/mm, respectively The result of the water absorption tests at 28 days and 90 days showed that concrete samples containing PCBAWGP built up a superior protection from harm by freezing as their outcomes were less than 7 % recommendation Concrete containing PCBAWGP contents up to 20 % as partial replacement for cement, fulfills the strength required for normal concrete From the production comparative cost analysis, concrete with PCBAWGP content, as partial substitution for cement, is cheaper than conventional concrete of equivalent strength GRAPHICAL ABSTRACT

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“…It is important to note that the amendment of soil with non-conventional ameliorants which are sustainable and economical, has proved to be very successful due to their ability to perform anticipated outcomes in the geotechnical parameters of soft clay soil compared to conventional ameliorants. Thus, the emerging advances in construction materials have proved that diverse ameliorants rich in alumina and silica such as sawdust ash—quarry dust 5 , cement kiln dust—rice husk ash 6 , cement kiln dust—metakaolin 7 , 8 , cement kiln dust 9 , periwinkle shell ash 10 , oyster shell ash 11 , 12 , quarry dust 13 , marble dust—rice husk ash 14 , coconut husk ash 15 , corncob ash 16 , locust bean waste ash 17 , 18 , groundnut shell ash 19 – 21 , lime-rice husk ash 22 , bambara nut shell ash 23 , yam peel ash 24 , metakaolin 25 , mine tailings 26 , palm bunch ash 27 , cement kiln dust-periwinkle shell ash 28 , 29 , cow bone ash—waste glass powder 30 , sawdust ash—lime 31 , rice husk ash—sisal fibre 32 , coffee husk ash 33 , construction waste 34 , sawdust 35 , nanosilica 36 , electric arc furnace dust 37 , iron ore tailing 38 and so on have been utilised in the amendment studies of deficient soils and concrete structures. Conclusively, as a result of the positive outcomes recorded by the incorporation of solid wastes in soil amelioration studies, a comprehensive review was carried out on the trends in expansive soil stabilization using calcium-based stabilizer materials 39 .…”

Section: Introductionmentioning

confidence: 99%

Role of extreme vertex design approach on the mechanical and morphological behaviour of residual soil composite

Attah,

Alaneme,

Etim

et al. 2023

Sci Rep

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This research work reports the usability of binary additive materials known as tile waste dust (TWD) and calcined kaolin (CK) in ameliorating the mechanical response of weak soil. The extreme vertex design (EVD) was adopted for the mixture experimental design and modelling of the mechanical properties of the soil-TWD-CK blend. In the course of this study, a total of fifteen (15) design mixture ingredients’ ratios for water, TWD, CK and soil were formulated. The key mechanical parameters considered in the study showed a considerable rate of improvement to the peak of 42%, 755 kN/m2 and 59% for California bearing ratio, unconfined compressive strength and resistance to loss in strength respectively. The development of EVD-model was achieved with the aid of the experimental derived results and fractions of component combinations through fits statistical evaluation, analysis of variance, diagnostic test, influence statistics and numerical optimization using desirability function to analyze the datasets. In a step further, the non-destructive test explored to assess the microstructural arrangement of the studied soil-additive materials displayed a substantial disparity compared to the corresponding original soil material and this is an indicator of soil improvement. From the geotechnical engineering perspective, this study elucidates the usability of waste residues as environmental friendly and sustainable materials in the field of soil re-engineering.

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Evaluation of Pulverized Cow Bone Ash and Waste Glass Powder on the Geotechnical Properties of Tropical Laterite

Cited by 10 publications

References 19 publications

Effect of Waste Glass on Properties of Treated Problematic Soils

Effect of Waste Glass on Properties of Treated Problematic Soils

Performance Evaluation of Ternary Blends of Pulverized Cow Bone Ash and Waste Glass Powder on the Strength Properties of Concrete

Role of extreme vertex design approach on the mechanical and morphological behaviour of residual soil composite

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