Fabrication of Lightweight Anorthite Bodies from Lithomargic Clay

2016 ◽  
Vol 13 (3) ◽  
pp. 609-613 ◽  
Author(s):  
Anthony Andrews ◽  
Gabriel Amoah ◽  
Sam Anaman ◽  
Simon Gawu
Keyword(s):  
Lithomargic Clay

scholarly journals Effect of Vertical Drains on Strength and Deformation Characteristics of Lithomargic Clay

2019 ◽  
Vol 9 (2) ◽  
pp. 3199-3204
Keyword(s):  
Ground Improvement ◽  
Drainage System ◽  
Excess Pore Pressure ◽  
Deformation Characteristics ◽  
Vertical Drains ◽  
Lithomargic Clay ◽  
Different Types ◽  
Consolidation Rate ◽  
Strength And Deformation ◽  
Different Diameters

During olden days, construction used to be carried out only on the sites having good strength. But now-a-days availability of sites with favourable properties are limited. So, there is a need to modify the properties of subsoil using different types of Ground Improvement Techniques. Depending upon the nature of soil, a suitable economical technique needs to be adopted. Soft soils have weaker strength and they are highly compressible and take a lot of time for settlement. So, these are typically problematic for construction. There is a need to improve the condition by accelerating the rate of consolidation. To achieve higher rate of consolidation, it is important to develop shorter paths for movement of the water. A vertical drainage system can be provided to accelerate the rate of consolidation and help to minimise excess pore pressure in the sub-soil. As a result of this, a stable situation is reached more quickly. Thus to enhance the strength of the soil and to accelerate the consolidation rate, vertical drains of different diameters and with varied spacing are employed. The improvement in properties of soft consolidating lithomargic clay is experimentally tested with vertical sand drains in developed prototype. The vertical sand drains installed with 1.905 (0.75 inch) diameter and 6 cm spacing is more effective in increasing Ultimate Bearing Capacity (UBC) of soil and also the rate of settlement of 35.26 % is significant up to 60 kg of preloads. Thus problematic lithomargic clay can be improved in its strength and settlement characteristics

Development of fireclay aluminosilicate refractory from lithomargic clay deposits

2013 ◽  
Vol 39 (1) ◽  
pp. 779-783 ◽  
Author(s):  
Anthony Andrews ◽  
Joseph Adam ◽  
Simon K.Y. Gawu
Keyword(s):  
Lithomargic Clay ◽  
Aluminosilicate Refractory ◽  
Clay Deposits
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