About Us

MINEVIK Machinery is a leading and pioneering enterprise with the most advanced international level in R&D, manufacturing and selling of large-scale crushing & screening plants and beneficiation plants.

large-scale crushing & screening plants and beneficiation plants.

All of our equipment have got ISO international quality system certification, European Union CE certification and Russian GOST certification.

  • In central China-Zhengzhou, covering 140 thousand square meters
  • Win-win cooperation and create more value to customers
  • Exported large quantities and high-end mobile crushing plant and milling equipments to Russia, Kazakhstan, Indonesia, Ecuador, South Africa, Nigeria, Turkey more than 100 countries .

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Our Products

AS a leading global manufacturer of crushing and milling equipment, we offer including quarry, aggregate, grinding production and complete stone crushing plant. We also supply individual crushers and mills as well as spare parts of them.

Services

Our goal is to guarantee the excellent operation equipment with high safety for our customers and minimize the downtime of the machine by predictive maintenance. Kefid service and original accessories can be 100% trusted at the time of maintenance.

SERVICE AND SUPPORT

Minevik service and original accessories can be 100% trusted at the time of maintenance.

ACCESSORIES CENTER

striving to enable customers to get the parts in the nearest place.

SALES MARKET

Our sales market is spread all over more than 100 countries and regions

geotechnical analysis on quarry dust and lateritic soil

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Geotechnical Analysis On Quarry Dust And Lateritic Soil

Oct 01, 2012· 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.

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(PDF) Geotechnical Properties of Quarry Dust

Mar 01, 2016· 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%

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The use of red earth, lateritic soils and quarry dust as

Mar 01, 2020· River sand and lateritic soils were sourced locally around the Landmark University premise with a geographical position of 8.1239° N, 5.0834° E. Red earth soil was gotten at a location around a hilly terrain within the University premise while quarry dust was obtained from a quarry site within the township of Omuaran at a location of 8.1402° N,

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QUARRY DUST ON THE ENGINEERING PROPERTIES

of quarry dust on the engineering properties of lateritic soil. The underlying objectives are to: 1. Investigate the natural engineering properties of lateritic soil samples 2. Study the effort of the lateritic soil on the quarry dust 3. Determine the feasibility of using quarry dust as lateristic soil

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geotechnical analysis on quarry dust and lateritic soil

GEOPHYSICAL USE OF QUARRY DUST (AS , 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.

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The use of red earth, lateritic soils and quarry dust as

Using one way analysis of variance (ANOVA) and Tukey analysis, the results showed that quarry dust and lateritic soil performed relatively better in

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s ilization of expansive soil using quarry dust and lime

cotton soil the yellow clay and the red murrum mixed with stone dust crusher dust in stabilization of the soils by mixing good soil with the poor either the sand or the crusher dust stone dust or both could and grading using the concept of suitably index From Table 1 it can be seen that the black cotton soil and the...

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EFFECT OF QUARRY DUST ON THE ENGINEERING PROPERTIES OF

Get free Research Paper on Effect Of Quarry Dust On The Engineering Properties Of Lateritic Soils project topics and materials in Nigeria. This is approved for students in accountancy business computer science economics engineering arts. The importance, how to, effect causes relationship, comparison, history, role, solutions are discussed

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soil s ilization with quarry dust

The use of red earth lateritic soils and quarry dust as. Mar 01 2020 0183 32 River sand and lateritic soils were sourced locally around the Landmark University premise with a geographical position of 81239 176 N 50834 176 E Red earth soil was gotten at a location around a hilly terrain within the University premise while quarry dust was obtained from a quarry site within the

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Stabilization Of Soil Using Stone Dust And Fly Ash

18/7/2020· Ramadas TL, Kumar ND, Aparna G (2010, December) Swelling and strength characteristics of expansive soil treated with stone dust and fly Ash. In: Indian geotechnical conference-2010, pp 557–560 Sabat AK (2012) A study on some geotechnical properties of lime stabilized expansive soil–quarry dust mixes. Get Price

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QUARRY DUST ON THE ENGINEERING PROPERTIES

of quarry dust on the engineering properties of lateritic soil. The underlying objectives are to: 1. Investigate the natural engineering properties of lateritic soil samples 2. Study the effort of the lateritic soil on the quarry dust 3. Determine the feasibility of using quarry dust as lateristic soil

More
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EFFECT OF QUARRY DUST ON THE ENGINEERING PROPERTIES OF

1. Investigate the natural engineering properties of lateritic soil samples 2. Study the effort of the lateritic soil on the quarry dust 3. Determine the feasibility of using quarry dust as lateristic soil stabilize 4. Determine the optimum improvement quantity and proportion needed for improving lateritic soil with quarry dust.

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Adsorbed complex and laboratory geotechnics of Quarry Dust

The effects of the addition of the quarry dust on the adsorbed complex of the treated soil diffused layer was studied. Abstract The effect of ordinary Portland cement, OPC+Quarry Dust, QD on the adsorbed moisture, diffused double layer (DDL), dielectric constant, density and repulsion potential (RP) of treated lateritic soil was investigated

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Geotechnical Properties of Lateritic Soil Stabilized with

lateritic soil samples in Table 3. The engineering property were collected within the campus of the Federal University of Technology, Akure (FUTA). Table 4. The lateritic soil was collected at depth representative of the soil stratum and not less than 1.2m below the natural ground level. It was later brought to the Geotechnical

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Geotechnical properties of saw dust ash stabilized

geotechnical properties of the materials they use can be improved by adding a stabilizer such as saw dust ash. Key words: Saw dust ash, geotechnical properties, lateritic soil, stabilization 1. Introduction Lateritic soils are often found in tropical regions which

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EFFECT OF QUARRY DUST ON THE ENGINEERING PROPERTIES OF

Study the effort of the lateritic soil on the quarry dust; The study is limited only to analysis of lateritic soil collected from Osogbo town. It involves carrying out various laboratory tests such as Atterbergs limit, Compaction and C. B. R test on the soil before and after the addition of the quarry dust.

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(PDF) Study on Geotechnical Properties of Stabilized

Sridharan et al., (2005), studied the effect of quarry dust on geotechnical properties of soil used in highway construction and concluded that the CBR value steadily increased with increase in percentage of quarry dust and the improvement in CBR value can be contributed to the significant improvement in angle of shearing resistance.

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Effect of Stone Dust On Some Geotechnical properties Of Soil

Stone dust is a kind of solid waste material that is generated from stone crushing industry which is abundantly available. It is estimated that each crusher unit produce 15%-20% stone dust. Disposal of such wastes poses lots of geoenvironmental problems such as landfill disposal problems, health and environmental hazards. The best way to eliminate these problems is to

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The potential of cement stabilized shale quarry dust for

Dec 18, 2017· This research investigated the potential of cement stabilized shale quarry dust for possible use as road foundation material. From the results, the shale consists mainly of SiO2 (27.7–60.1%), Al2O3 (7.30–17.9%), CaO (3.91–32.3%) and LOI (4.93–18.8%). The shale quarry dust (SQD) in its natural state had an average liquid limit (LL) as 38%, plasticity index (PI) as

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The Effect of Spent Carbide on the Geotechnical

The Effect of Spent Carbide on the Geotechnical Characteristics 313 Method The lateritic soil samples were air-dried and pulverized before use. The air-dried soils were then mixed with 0%, 3%, 5%, 7% and 10% of spent carbide by weight of dry soil. The natural and composite materials were then subjected to chemical and

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s ilization of expansive soil using quarry dust and lime

cotton soil the yellow clay and the red murrum mixed with stone dust crusher dust in stabilization of the soils by mixing good soil with the poor either the sand or the crusher dust stone dust or both could and grading using the concept of suitably index From Table 1 it can be seen that the black cotton soil and the...

More
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GEOTECHNICAL PROPERTIES OF SOME LATERITIC SOILS IN

The study of geotechnical properties of lateritic soil in Osun State is our main focus and objective, the lateritic soil materials that were investigated was taken in six different locations as follows: 1. Ikirun to Osogbo road 2. Ikirun to Iree road 3. Ikirun to Ada road.

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INDEX AND COMPACTION CHARACTERISTICS OF LATERITIC

improve the geotechnical properties of the soil . However, at the point of carrying out this research, there is currently no study on RHA + Cement + Quarry dust soil mixtures of soils in Kwara state, Nigeria. The aim of this work is to assess the effect of cement and quarry dust on the index and compaction characteristics of lateritic soils treated

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Subgrade Soil Stabilization Using Stone Dust and Coarse

Jul 16, 2019· This mechanical stabilization resulted in increase in soaked CBR value by 32.4%–194.7% for three types of fine-grained soils considered in the study. The mechanical stabilization with coarse aggregate or stone dust is also found to be more economical as compared to replacement of the soil with good soil of desired CBR value by more than 50%.

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(PDF) Study on Geotechnical Properties of Stabilized

Sridharan et al., (2005), studied the effect of quarry dust on geotechnical properties of soil used in highway construction and concluded that the CBR value steadily increased with increase in percentage of quarry dust and the improvement in CBR value can be contributed to the significant improvement in angle of shearing resistance.

More
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EFFECT OF QUARRY DUST ON THE ENGINEERING PROPERTIES OF

Study the effort of the lateritic soil on the quarry dust; The study is limited only to analysis of lateritic soil collected from Osogbo town. It involves carrying out various laboratory tests such as Atterbergs limit, Compaction and C. B. R test on the soil before and after the addition of the quarry dust.

More
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Geotechnical properties of saw dust ash stabilized

geotechnical properties of the materials they use can be improved by adding a stabilizer such as saw dust ash. Key words: Saw dust ash, geotechnical properties, lateritic soil, stabilization 1. Introduction Lateritic soils are often found in tropical regions which are typical of distinct wet and dry seasons.

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GEOTECHNICAL PROPERTIES OF LATERITIC SOIL STABILIZED

GEOTECHNICAL PROPERTIES OF LATERITIC SOIL STABILIZED WITH CORN COB ASH 1. dust control and soil water proofing (Amu and Adetuberu, 2010). According to Mujedu et al.,(2014), corncob is the hard thick particle size analysis) were carried out on the soil sample. According to Garber and Hoel (2009), for a soil to be classified

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SOIL STABILIZATION USING LIME AND QUARRY DUST

feasibility of using quarry dust to investigate the possibility of stabilization of soil using lime and quarry dust. Soil stabilization incorporates the various methods employed for modifying the properties of a soil to improve its engineering performance.It involves the use of soil, soil minerals and

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Deformation Behaviour of Erodible Soil Stabilized with

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. Lastly, about 30% of the existing soil should be replaced by either the mixture of lateritic soil and quarry dust or the soil there should be used as subbase which may not be economical.

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The Effect of Spent Carbide on the Geotechnical

The Effect of Spent Carbide on the Geotechnical Characteristics 313 Method The lateritic soil samples were air-dried and pulverized before use. The air-dried soils were then mixed with 0%, 3%, 5%, 7% and 10% of spent carbide by weight of dry soil. The natural and composite materials were then subjected to

More
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Effect of Stone Dust On Some Geotechnical properties Of Soil

Stone dust is a kind of solid waste material that is generated from stone crushing industry which is abundantly available. It is estimated that each crusher unit produce 15%-20% stone dust. Disposal of such wastes poses lots of geoenvironmental problems such as landfill disposal problems, health and environmental hazards. The best way to eliminate these problems is to make use such waste.

More
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EFFECT CERAMIC TILE WASTE POWDER ON THE

the soil before and after the addition of ceramic tile waste powder were determined in accordance with the British standards. The soil sample is classified as Clayey sand with low plasticity (SC) and A-2-6(0) based on the Unified Soil Classification System (USCS) and AASHTO system respectively. Result of the X-Ray Fluorescence (XRF) analysis

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‪BUI Van Duc‬ ‪Google Scholar‬

Adsorbed complex and laboratory geotechnics of Quarry Dust (QD) stabilized lateritic soils B, Van Duc., K, Onyelowe. Environmental Technology & Innovation 10, 355-363 , 2018

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Deformation Behaviour of Erodible Soil Stabilized with

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
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Subgrade Soil Stabilization Using Stone Dust and Coarse

Jul 16, 2019· This mechanical stabilization resulted in increase in soaked CBR value by 32.4%–194.7% for three types of fine-grained soils considered in the study. The mechanical stabilization with coarse aggregate or stone dust is also found to be more economical as compared to replacement of the soil with good soil of desired CBR value by more than 50%.

More
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The geochemistry and geotechnical (compaction) analysis

Bulk samples of soil were collected from two separate horizons – A and B at depths of 1.38m and 3.39m in a burrow pit. The major elements geochemical analysis was carried out by means of Atomic Absorption Spectrometry (AAS). The geotechnical analysis – compaction, was executed by following the modified AASHTO test (T-180).

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Effects of wood saw dust ash admixed with treated sisal

Effects of wood saw dust ash admixed with treated sisal fibre on the geotechnical properties of lateritic soil John Engbonye SANI Jacob Oyeniyi AFOLAYAN, Ifeanyi Azuka CHUKWUJAMA, Paul YOHANNA 62 The soil belongs to the CL group in the Unified Soil Classification System [9] or A-7-6(10) soil group of the AASHTO soil classification system [10].

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