scholarly journals Effects of Cement on the Compaction Properties of Lateritic Soil

2021 ◽  
Vol 1153 (1) ◽  
pp. 012015
Author(s):  
N A Wahab ◽  
A S A Rashid ◽  
M J Roshan ◽  
N H A Rizal ◽  
N Z M Yunus ◽  
...  
2019 ◽  
Vol 4 (2) ◽  
Author(s):  
Kazeem Ishola ◽  
Ifeoluwa C Agbolade ◽  
Paul Yohanna

This study investigated the gradation and compaction properties of lateritic soil treated with plantain peel ash (PPA). PPA was used to improve lateritic soil with up to 10% PPA by dry weight of soil. Tests carried out to include specific gravity, particle size distribution, consistency tests, and compaction (using British Standard light, BSL and West African Standard, WAS) compaction energies. XLSTART 2018 Software was used to develop regression models for the test conducted between the self-determining factors and the dependent factors. The results of the study show that the specific gravity of the soil significantly decreased from its natural value of 2.55 to 2.43 at 4% PPA and thereafter increased to 2.48 at 10 % PPA. The fines content reduced from 59.9 % at the 0 % PPA to 5% at 10% PPA respectively. MDD (BSL and WAS) reduced to 1.76 Mg/m3, 1.84 Mg/m3 at 4%, 6 % PPA content and subsequently increased to 1.91 Mg/m3, 2.0 Mg/m3 at 10 % PPA content respectively. OMC for BSL decreases to 11.8 % at 10 PPA content while WAS was decreased to 8.6 % at10 % PPA content. Regression models for MDD show that self-determining factors, primarily influence the MDD of treated soil. However, in the case of OMC model, Gs and CE with higher coefficients have much more effect on the OMC compared to other variables. Based on the obtained results Gs, CE and PPA significantly affect grading and compaction characteristics of PPA treated the soil.                                                                                      Keywords—Compaction Characteristics, Grading Properties, Lateritic soil, Plantain Peel Ash, Regression Models


1977 ◽  
Vol 25 (5) ◽  
pp. 483 ◽  
Author(s):  
N Malajczuk ◽  
AJ Mccomb ◽  
CA Parker

On lateritic podzolic soils in Western Australia Eucalyptus calophylla is resistant to Phytophthora cinnamomi whereas Eucalyptus marginata is susceptible and eventually killed by the pathogen. On loam soils both eucalypts are resistant. Possible mechanisms for resistance of E. calophylla in lateritic soil and the inhibitory action of loam soils were investigated. Aseptically raised eucalypt seedlings succumbed to infection in liquid culture tubes. The mechanism of infection was compared by light and electron microscopy which showed similar fungal invasion and penetration into roots of both eucalypt species. Vegetative hyphae initially penetrated intercellularly and proliferated rapidly within cortical and stelar tissue. Intracellular invasion of these tissues occurred 48hr after initial infection through dissolution of the host cell wall. Chlamydospores were formed within a number of cortical cells. Unsuberized roots of mature trees produced aseptically showed reactions to invasion similar to those of the eucalypt seedling roots. Suberized roots were not invaded. The addition of small quantities of lateritic soil to sterile sand so as to introduce soil micro-organisms without altering the chemical and physical status of the sand, and subsequent inoculation of the sand with P.cinnamomi, resulted in a reduction of root damage on both eucalypts when compared with seedlings raised in sterile sand. Roots of E.calophylla were less severely damaged than those of E.marginata. The addition of small quantities of loam soil significantly reduced root damage in seedlings of both species. These results parallel both pot experiments and field observations, and suggest that microorganisms of the rhizosphere may be an important factor in the resistance of E.calophylla to infection, and in the inhibitory effect of loam soil on P.cinnamomi.


2021 ◽  
Vol 1734 ◽  
pp. 012011
Author(s):  
A Olowofoyeku ◽  
O Ofuyatan ◽  
J Oluwafemi ◽  
P Iroaganachi

Energies ◽  
2021 ◽  
Vol 14 (4) ◽  
pp. 1192
Author(s):  
Aneta Szymajda ◽  
Grażyna Łaska ◽  
Magdalena Joka

Recently, biomass application as a renewable energy source is increasing worldwide. However, its availability differs in dependence on the location and climate, therefore, agricultural residues as cow dung (CD) are being considered to supply heat and/or power installation. This paper aims at a wide evaluation of CD fuel properties and its prospect to apply in the form of pellets to direct combustion installations. Therefore, the proximate, ultimate composition and calorific value were analyzed, then pelletization and combustion tests were performed, and the ash characteristics were tested. It was found that CD is a promising source of bioenergy in terms of LHV (16.34 MJ·kg−1), carbon (44.24%), and fixed carbon (18.33%) content. During pelletization, CD showed high compaction properties and at a moisture content of 18%,and the received pellets’ bulk density reached ca. 470 kg·m−3 with kinetic durability of 98.7%. While combustion, in a fixed grate 25 kW boiler, high emissions of CO, SO2, NO, and HCl were observed. The future energy sector might be based on biomass and this work shows a novel approach of CD pellets as a potential source of renewable energy available wherever cattle production is located.


2012 ◽  
Vol 170-173 ◽  
pp. 706-709
Author(s):  
Zhao Lin Jia ◽  
Shu Wang Yan ◽  
Zhi Liang Huo

By means of laboratory tests and theoretical calculation, the physical, mechanical properties and compaction mechanism of the wind-blown sand are studied to deal with the problem of how to use the wind-blown sand as roadbed materials. It is revealed that water content doesn’t affect the compressibility and the shear strength of the wind-blown sand obviously and the wind-blown sand can be compacted both in dry and wet conditions. The compaction curve of the ordinary fine sand is consistent with that of wind-blown sand and the main factors affecting the compaction properties are the grain composition, water content and compaction work.


1990 ◽  
pp. 75-84
Author(s):  
Hareyuki YAMAGUCHI ◽  
Ichirou KUROSHIMA ◽  
Makoto FUKUDA

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