Full Text Available This study reports an investigation of lateritic soils on the geotechnical properties such as sieve analysis, consistencyThe proportion of lateritic sand was varied from 0 % to 100 % against quarry dust at intervals of 25 %, using concrete mix of 1:1.5:3 and water/cement ratio of 0.65.
More
2021-11-3 The olokoro soil and constituent of the stabilization and admixture procedure were studied under varying proportions of both portland cement and quarry dust thus
More
geotechnical analysis on quarry dust and lateritic soil It is advisable to replace some quantities of the existing soil and be replaced by quarry dust since quarry dust is a waste product from crushing of stones.
More
Geotechnical Properties of Quarry Dust Shyam Prakash Koganti1 and Dr. Hanumantha Rao Chappidi2 1: Assistant Professor, Department of Civil Engineering, PVP Siddhartha Institute of Technology, Vijayawada e-mail: [email protected] 2: Professor, Department of Civil Engineering, K L University, Vijayawada- 520001, India e-mail: [email protected] ABSTRACT Gradual
More
2020-10-12 Soil classification and specific gravity (S.G) of soil samples. Material C u C c USCS S.G River sand 4 0.87 Poorly graded 2.75 Quarry dust 12.5 0.68 Poorly graded 2.5 Laterite 11 7.36 Poorly graded 2 Red earth 14 1.14 Well graded 2.1 Fig. 2. Quarry dust. potable water from the Geotechnical Laboratory was also used.
More
2018-5-1 Quarry dust presented in Fig. 1 was collected from the Quarry Factory in Amasiri, Afikpo, Nigeria. This was applied in the proportions of 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, 45% and 50% by weight to treat the lateritic soil.
More
Lateritic soil was treated with cement at 0–8 % and quarry dust at 0–10 % each, at increments of 2 %. Using the procedures described in ASTM D 2166, the untreated and treated soils were subjected to unconfined compression strength (UCS) tests to determine the lateritic soil's stress–strain behaviour.
More
Study on Geotechnical Properties of Expansive Soil Treated with Quarry Dust and Sodium Hydroxide S. Veera Raghavulu, Aswari Sultana Begum, Dr. D S V Prasad, Dr. G V R Prasada Raju Abstract: Expansive soils have problems to civil engineers in general and to geotechnical engineers in particular because of alternate swell and shrinkage, distress ...
More2020-11-30 Table 1 Properties of Lateritic Soil and Cement used in the investigations In addition, coconut coir with the aspect ratio (length/diameter) of 20 i.e., the length of 20mm and the diameter of 1mm is used and the aggrega tes with 10 mm down size obtained from the nearby quarry are used for lateritic soil stabilization .
More
Out of the different quarry wastes, quarry dust is one, which is produced in abundance. About 20–25% of the total production in each crusher unit is left out as the waste material-quarry dust. Bulk utilization of this waste material is possible through geotechnical applications like embankments, back-fill material, sub-base material and the like.
More
2021-11-3 The olokoro soil and constituent of the stabilization and admixture procedure were studied under varying proportions of both portland cement and quarry dust thus 0% as control on materials and 3% ...
More2020-10-12 Soil classification and specific gravity (S.G) of soil samples. Material C u C c USCS S.G River sand 4 0.87 Poorly graded 2.75 Quarry dust 12.5 0.68 Poorly graded 2.5 Laterite 11 7.36 Poorly graded 2 Red earth 14 1.14 Well graded 2.1 Fig. 2. Quarry dust. potable water from the Geotechnical Laboratory was also used.
Moregeotechnical analysis on quarry dust and lateritic soil It is advisable to replace some quantities of the existing soil and be replaced by quarry dust since quarry dust is a waste product from crushing of stones.
More
Quarry dust can be used as a substitute for sand to improve the properties of lateritic soil Soosan et al. (2001b). Sridharan et al. (2005), conducted studies on the effect of quarry dust on the geotechnical properties of soil used in highway construction and concluded that the CBR value steadily increased with increase in percentage of quarry ...
More
2017-9-5 Akpokodje, (1986) studied the geotechnical properties of non-lateritic and lateritic soils in the South-eastern part of Nigeriaand their evaluations for construction of roads. The chemistry, mineralogy and basic geotechnical properties of some lateritic soils and from southwestern Nigeria werealso studied by Ogunsanwo, (1988).
More
This paper examines the geotechnical properties around DALL Quarry (a laterite soil quarry) soil in Ilorin, Southwestern Nigeria around where road construction is on-going. 2. Materials and Methods Two lateritic soils were sampled (ADET 1 AND ADET 2) and selected for the various testing techniques.
More
Soil sample collected from Maikunkele area of Minna, classified as an A-7-6 lateritic soil on AASHTO classification was stabilized with 2-12% rice husk ash (RHA) by weight of the dry soil.
More
The natural lateritic soil iron and aluminium with the ratio of silica Si02 and sample was gotten from Federal University of sesquioxides Fe2O3 + Al2O3 less than 1.33, whilst Technology, Akure and stabilized with 0, 2,4, 6, 8 and between 1.33 and 2.00 are indicative of lateritic soil and 10% of the periwinkle shell ash and were subjected to ...
More
Study on Geotechnical Properties of Expansive Soil Treated with Quarry Dust and Sodium Hydroxide. S. Veera Raghavulu, Aswari Sultana Begum, Dr. D S V Prasad, Dr. G V R Prasada Raju. Expansive soils have problems to civil engineers in general and to geotechnical engineers in particular because of alternate swell and shrinkage, distress is caused ...
More2020-11-30 Table 1 Properties of Lateritic Soil and Cement used in the investigations In addition, coconut coir with the aspect ratio (length/diameter) of 20 i.e., the length of 20mm and the diameter of 1mm is used and the aggrega tes with 10 mm down size obtained from the nearby quarry are used for lateritic soil stabilization .
More2020-10-12 Soil classification and specific gravity (S.G) of soil samples. Material C u C c USCS S.G River sand 4 0.87 Poorly graded 2.75 Quarry dust 12.5 0.68 Poorly graded 2.5 Laterite 11 7.36 Poorly graded 2 Red earth 14 1.14 Well graded 2.1 Fig. 2. Quarry dust. potable water from the Geotechnical Laboratory was also used.
More2017-9-5 Akpokodje, (1986) studied the geotechnical properties of non-lateritic and lateritic soils in the South-eastern part of Nigeriaand their evaluations for construction of roads. The chemistry, mineralogy and basic geotechnical properties of some lateritic soils and from southwestern Nigeria werealso studied by Ogunsanwo, (1988).
More
2018-2-2 The mixing of quarry dust is increasing 0-30% at an increment of 5%.The percentage of admixture mixed by weight of soil. Various percentage of mix proportions are in Table 2.1. Table 2.1 Mix proportions of Quarry dust Sl.no Sub-base soil percentage Quarry dust percentage Sub-base soil percentage by adding quarry dust 1 100 0 100 2 95 5 100
More
Dispersion Analysis in Geotechnical Laboratory Tests: Time-frequency and Time-scale Signal Transforms ... Utilization of Quarry Dust to Improve the Geotechnical Properties of Soils in Highway Construction. ... Influence of Matric Suction on the Results of Plate Load Tests Performed on a Lateritic Soil Deposit.
MoreThe natural lateritic soil iron and aluminium with the ratio of silica Si02 and sample was gotten from Federal University of sesquioxides Fe2O3 + Al2O3 less than 1.33, whilst Technology, Akure and stabilized with 0, 2,4, 6, 8 and between 1.33 and 2.00 are indicative of lateritic soil and 10% of the periwinkle shell ash and were subjected to ...
More2015-11-20 Investigation Of Geotechnical Properties Of A Lateritic Soil With Saw Dust Ash DOI: 10.9790/1684-12121114 iosrjournals 13 Page Table 1. Soil Indices of virgin soil, and modified soil with unconfined compression tests value Attained by saw dust ash, though it was able to achieve four- fold increase in strength of the virgin soil.
More
2019-8-1 good additive to help improved a problematic soil. From analysis, the soil strength lies below the effective stress acting on the pavement which is equal to 85.16 kN/m. It is advisable to replace some quantities of the existing soil and be replaced by quarry dust since quarry dust is a waste product from crushing of stones.
More
2020-11-30 Shrinkage Limit, Cohesion and Angle of internal friction, Optimum Moisture Content of the soil –quarry dust mixes increased. Addition of lime had made the soil –quarry dust mixes durable. Curing had positive effects on shear strength parameters and maximum values were reported at 5% addition of lime and 28 days of curing. 4.
More
2017-5-14 Increasing soil strength, geotechnical properties and bearing capacity Preventing structure subsidence Increasing safety factor against slope, levees and earth dam sliding Reducing soil plasticity index. Nowadays stabilization is done by using materials like
More
2019-7-1 “Geotechnical Properties of Fly Ash and its Application on Soft Soil Stabilization” UNIMAS E-Journal of Civil Engineering, Vol. 1: issue 2 /April 2010 [7] Fidelis O. Okafori and Ugochukwu. N. Okonkwo (2009) “Effects of Rice Husk Ash on Some Geotechnical Properties of Lateritic Soil” Leonardo electronic journal of practices Issue 15 p 67-74
More