scholarly journals Effect on Concrete Properties after Substituting Fine Aggregate by Crushed Groundnut Shells and addition of Sugarcane Bagasse Ash

2018 ◽  
Vol Volume-2 (Issue-2) ◽  
pp. 1490-1494
Author(s):  
Prof. K. U. Gandhare ◽  
2021 ◽  
Vol 13 (5) ◽  
pp. 2867
Author(s):  
Muhammad Izhar Shah ◽  
Muhammad Nasir Amin ◽  
Kaffayatullah Khan ◽  
Muhammad Sohaib Khan Niazi ◽  
Fahid Aslam ◽  
...  

The waste disposal crisis and development of various types of concrete simulated by the construction industry has encouraged further research to safely utilize the wastes and develop accurate predictive models for estimation of concrete properties. In the present study, sugarcane bagasse ash (SCBA), a by-product from the agricultural industry, was processed and used in the production of green concrete. An advanced variant of machine learning, i.e., multi expression programming (MEP), was then used to develop predictive models for modeling the mechanical properties of SCBA substitute concrete. The most significant parameters, i.e., water-to-cement ratio, SCBA replacement percentage, amount of cement, and quantity of coarse and fine aggregate, were used as modeling inputs. The MEP models were developed and trained by the data acquired from the literature; furthermore, the modeling outcome was validated through laboratory obtained results. The accuracy of the models was then assessed by statistical criteria. The results revealed a good approximation capacity of the trained MEP models with correlation coefficient above 0.9 and root means squared error (RMSE) value below 3.5 MPa. The results of cross-validation confirmed a generalized outcome and the resolved modeling overfitting. The parametric study has reflected the effect of inputs in the modeling process. Hence, the MEP-based modeling followed by validation with laboratory results, cross-validation, and parametric study could be an effective approach for accurate modeling of the concrete properties.


2019 ◽  
Vol 8 (3) ◽  
pp. 1982-1988

Use of agro and industrial wastes in concrete production will cause sustainable concrete era and greener habitat. In this study an endeavor has been made to discover the propriety of Sugarcane Bagasse Ash (SCBA) and Granite Waste (GW) as partial replacement for traditional river sand. The percentage substitute is calculated based on the particle packing approach. The properties such as compressive, splitting tensile, flexural strengths and modulus of elasticity, water absorption, sorptivity and rapid chloride penetration test of the concrete with bagasse ash and granite waste as a partial replacement for river sand and to evaluate them with those of conventional concrete made with river sand fine aggregate are investigated. The test results show that the strength aspects of bagasse ash-granite waste concrete are higher than those of the conventional concrete. Moreover, they suggest that the bagasse ash-granite waste concrete has higher strength characteristics and remains in the lower permeability level shows improvement in overall durability of concrete than the conventional concrete.


The increasing demand and consumption of construction materials create a bottle neck shortage of construction materials this make the researcher and engineer to focus on new material and method for waste reduction and this is for the cost-effective, green and scientific reasons. Sugarcane bagasse ash (SCBA) which is obtained as a secondary product from sugar industry has relatively high silica content has the capacity to react with cement, contribute in increasing the strength of concrete. Copper slag (CS) the secondary manufactured goods from the process of being making copper, it is absolutely lifeless substance that their characteristics are exactly matching with usual sand which is used in construction and may be replaced in concrete. The effect of earthed Sugarcane bagasse ash (SCBA) and copper slag (CS) on the strength and flexural behavior is studied. A total of 25 % SCBA by mass was replaced in case of Portland cement and a total of 60 % by mass of CS was used as a fine aggregate replacement. The strength and flexural behavior of concrete samples were studied using compression test and two-point loading tests. The capacity of the objects framed based on actual concrete and secondary product based concrete were evaluated with standard tests. Five sequence of mixing in concrete proportion were organized by means of SCBA restore cement by 0, 5, 10, 15, 20 and 25% by weight of cement and its 14 & 28 day strength were found out and the other mix with constant SCBA and varying percentage of Copper slag were prepared with 40, 45, 50, 55 and 60 % of copper slag for fine aggregate the 14 & 28 day strength were found. Flexural behavior of SCBA and CS combination were found using RCC beams. It has been engaged that SCBA and CS are better substitute for cement and fine aggregate.


Most of the roads in India are paved with bituminous concrete due to its low cost initial investment with respect to cement concrete pavement. Bituminous concrete is a dense mixture of coarse aggregate, fine aggregate, fillers and bitumen as binder. It requires frequently maintenance work. Performance of bituminous concrete depends upon its density and gradation. Its density and stability can be increased by filling its very fine voids. These voids are generally filled with filler materials, like stone dust or silica fume. Fillers are very effective in stability and rut resistance properties in bituminous concrete. Sugarcane bagasse ash is waste material, which is generally disposed in open land after burning sugarcane bagasse in Sugar mills. It is a locally available material and can be utilized as a filler material. In this paper, three different bitumen concrete grade II mixes with Sugarcane bagasse ash as filler (BCSBA), with Fly ash as filler (BCFA) and with both Fly ash and Sugarcane bagasse ash (BCSBFA) were prepared at 5%, 5.5%, 6%, 6.5% and 7% bitumen content. Content of fly ash and sugarcane bagasse ash were decided as per blending requirement of bituminous concrete grade II. Performance of bituminous concrete with fly ash and sugarcane bagasse ash were tested by Marshall stability Test. The laboratory result showed that sugarcane bagasse ash can be used as filler with fly ash without significant reduction of stability of bituminous concrete. It was also found that excess addition of sugarcane bagasse ash can increase flow value. This type of study can be a solution of sugarcane bagasse ash disposal problem.


2016 ◽  
Vol 9 (4) ◽  
pp. 617-629 ◽  
Author(s):  
E. CÂMARA ◽  
R. C. A. PINTO ◽  
J. C. ROCHA

Abstract This paper presents an experimental study of the effect of partially replace of fine aggregate by sugarcane bagasse ash (CBA) in mortar mixtures in cement reactivity at early ages. The setting times and the initial development of the ultrasonic velocity for mortars produced at various water/cement ratios were evaluated. The objective of this study was to characterize the effects of the partial replacement of fine aggregate by sugarcane bagasse ash in the initial process of cement hydration. Therefore, the CBA used in this study went through different beneficiation processes, by grinding, reburning and sieving, with the objective of improve its features. The results suggest the viability of CBA use to accelerate cement hydration at early ages, with also an observed higher compressive strength.


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