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maximum dry density for quarry dust

Compaction and Strength Characteristics of Bentonite Rock

Mar 12, 2020 · The rock quarry dust content varied from 60 to 90%. The UCS values of the mixtures were obtained using the unconfined compression testing machine under two different deformation rates. The results indicated that the maximum dry density (MDD) and UCS value increased significantly when the rock quarry dust content was increased from 60 to 70%.

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Vol. 4, Issue 8, August 2015 Improvement in Characteristics

From above graph it shows that as the percentage of Stone dust is increasing the optimum moisture content is also increasing Variation of Maximum Dry Density with Varying Percentage of Stone Dust is added to Soil S.No % of Stone dust added to Maximum Dry density soil (t/cu.m) 1 20 1.83 2 30 1.79 3 40 1.7 25.5 25.1 25 24.5 24.2 24

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Stabilization of soil by using solid waste – A Review

chloride and Stone dust. The soil samples were tested for liquid limit, plastic limit, OMC with Maximum dry density and CBR. He concluded that the liquid limit, plastic limit, Maximum dry density and CBR values are increased due to the adding of Ferric chloride 2.5%, fly ash 15% and stone dust 25%.

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PDF) Swell–Shrink Studies on Stabilized Quarry Dust

Maximum dry density, Kg/cm 3 1.96 Fig. 1 Schematic representation of sample preparation of soil-cushion layers for test III. Results and Discussion Swell behaviorThe swell behaviour of expansive soil with lime treated quarry dust cushion of varying thickness ratios of cushion (Tc) and soil (Ts) layer (0.25, 0.5, 0.75 and 1.0) is shown in Fig. 2.

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SOIL STABILIZATION USING LIME AND QUARRY DUST

2.2.2.2 QUARRY-DUST Quarry-dust is also known as rock dust, rock powder, and also rock flour, consists of finely crushed rock. 3. METHODOLOGY The compaction tests were done to assess the amount of compaction and the water content required. The water content at which the maximum dry density is attained is obtained from the

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PDF Stabilization of soil by using solid waste - A Review

chloride and Stone dust. The soil samples were tested for liquid limit, plastic limit, OMC with Maximum dry density and CBR. He concluded that the liquid limit, plastic limit, Maximum dry density and CBR values are increased due to the adding of Ferric chloride 2.5%, fly ash 15% and stone dust 25%.

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Effect of Quarry Dust on Engineering Properties of Black

Sabat AK et al (2013) reported that the maximum dry density (MDD) goes on increasing and optimum moisture content goes on decreasing with increase in percentage of flyash-quarry dust mixes in soil .They also concluded that CBR goes on increasing with increase in percentage of flyash and quarry dust

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TO STUDY THE BASIC GEOTECHNICAL CHARACTERISTICS OF FLYASH

To determine the maximum dry density and optimum moisture content of the commix by standard proctor test. To determine the Unconfined compressive strength of commix with quarry dust. 3. METHODOLOGY 3.1. Materials 3.1.1. Quarry Dust Quarry dust was obtained from the crusher of Project Site, District Shimla H.P. The sample

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A Study on the Performance of Crusher Dust In Place Of Sand

Jan 16, 2015 · It exhibited high maximum dry density of 1.9 g/cc and high shear strength parameters. Soosan T.G, Jose B.T and Abraham B.M(2001)-Use of quarry dust in embankment

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EFFECTIVE UTILIZATION OF QUARRY DUST IN FLEXIBLE

quarry dust along with flyash there is increase in 267%, 45% and 28% of soaked CBR, angle of interface and cohesion, respectively. Rohit Mahent [2] it is observed that the 10 to 30 percentage addition of quarry dust shows increase in maximum dry density and decrease in optimum moisture content.

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Evaluation of Soil-Quarry Dust Mixtures Reinforced with

showed that increasing fiber content from 0.00 % to 2.00 % by dry weight of soil Quarry dust and fiber length from 12mm to 40 mm had significant effect on the magnitude of either maximum dry density(MDD) and optimum moisture content (OMC)of soil Quarry dust mixture.

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Evaluating the Stability of Indigenous Akwadum Soil with

The optimum moisture content (OMC) and maximum dry density (MDD) of the natural soil, quarry dust mixed with natural soil and CPA mixed with natural soil were all determined. Different MDD and OMC values were obtained for Quarry dust mixed with natural soil and CPA mixed with natural soil (Figure 2 and Figure 3).

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PDF Usage of Quarry Dust and Lime as a stabilization agent for

Bearing Ratio (CBR) and maximum dry density was found at 40% of quarry dust and there was an increment of 5.88% at 40% of quarry dust. Jose, et al. (2014) studied the effect of using egg shell powder (ESP) and quarry dust to improve clayey soil. Soil properties were checked by conducting several tests with

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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 24% and fines fraction

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An Experimental and Analytical Study of the Critical

As per SLS 1382: Part 2the dry density should be more than 1750 kg/m3 and the maximum dry density of samples from both locations were satisfied.The pH value of soil should in between 6.0 to 8.0 according to SLS 1382: Part2 and sample 1 and 2 both fulfilled the requirement. Table2Laboratory test results of soil parameters with Standard values.

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