Microstructural characteristics and mechanical behaviour of aluminium hybrid composites reinforced with groundnut shell ash and B4C

2019 ◽  
Vol 41 (7) ◽  
Author(s):  
L. Venkatesh ◽  
T. V. Arjunan ◽  
K. Ravikumar
Keyword(s):  
Mechanical Behaviour ◽  
Hybrid Composites ◽  
Microstructural Characteristics ◽  
Groundnut Shell ◽  
Groundnut Shell Ash

scholarly journals Optimization of dry compressive strength of groundnut shell ash particles (GSAp) and ant hill bonded foundry sand using ann and genetic algorithm

2019 ◽  
Vol 6 (1) ◽  
pp. 1681055
Author(s):  
Chidozie Chukwuemeka Nwobi-Okoye ◽  
Patrick Chukwuka Okonji ◽  
Stanley Okiy ◽  
Tao Peng
Keyword(s):  
Genetic Algorithm ◽  
Compressive Strength ◽  
Foundry Sand ◽  
Groundnut Shell ◽  
Groundnut Shell Ash

scholarly journals Evaluation on Microstructure and Mechanical Behaviour of Al6061-Al<sub>2</sub>O<sub>3</sub>-Gr Hybrid Composites

2019 ◽  
Vol 09 (03) ◽  
pp. 285-299
Author(s):  
Rajanna Manjunatha ◽  
Doddarasinakere Kempaiah Ravishankar ◽  
Govinda Panduranga Murthy Setty ◽  
Bengaluru Siddalingaiah Rakesh ◽  
Chalya Mallappaji Shiva Prasad ◽  
...  
Keyword(s):  
Mechanical Behaviour ◽  
Hybrid Composites

scholarly journals Stabilization of Black Cotton Soil with Groundnut Shell Ash

2021 ◽  
Keyword(s):  
Shear Strength ◽  
Soil Stabilization ◽  
Expansive Soil ◽  
Soil Samples ◽  
Black Cotton Soil ◽  
Naturally Occurring ◽  
The Subject ◽  
Groundnut Shell ◽  
Groundnut Shell Ash ◽  
Properties Of Soil

Abstract. The analysis of GSA for the stabilization of soil samples is the subject of this research paper. In recent years, soil stabilization techniques have been effective in improving the shear strength parameters of poor soils. GSA is a naturally occurring substance that causes human health and environmental issues. Physical properties of soil were calculated, including Atterberg's limits, compaction characteristics, and strength characteristics of virgin soil samples. GSA was applied to the soil in various percentages (2 to 10 percent). The soil sample's intensity increased up to 6% before decreasing. It is clear that 6% of GSA to the soil is an optimum percentage and it leads to an increase in shear strength and bearing capacity in expansive soil.

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