

CBR less than the true nonOR CBR- b ut variations in the fines produced canresult in a variance in duplicated CBR test values. It is this variance in CBR values which forms the main object of this study. A good grading and high degree of compactionwill give a low voids ratio and a high strength i.e. high solids ratio L, and high CBR.





Gravels stabilized with crusher dust as sub base material. Ramana murthy. v.et.al (2003, 2004), studied utilization of gravel and morrum in geo technical applications. ... exhibit CBR Values in the range of 118 to 153, 8 to 10% of dosage of cement exhibited 153-180 and 10-12% of dosage of cement exhibited CBR values in





and California bearing ratio test as per standards. The unconfined compression strength value of soil sample was found to be 380.28kN/m2 as given in Fig.1 Fig 1. Stress-strain curve of normal black cotton soil California bearing ratio(CBR) tests were conducted to determine the load-penetration curve for the normal black cotton soil





The maximum dry density and optimum moisture content after replacement were found to be 2.00 g/cm3 and 10.37%, respectively. The California Bearing Ratio value at 2.5 mm penetration was also found to be 38.47. These results suggest that RA can be used as a sustainable alternative to NA in the construction of GSB layers.



The California bearing ratio was observed to increase by the addition of BCD to the soil. The CBR value of the soil at OMC was 4.5 and 1.3% in un-soaked and soaked condition simultaneously. The CBR value kept on increasing gradually as the percentage of BCD added to the soil was increased in increments of 4% as can be seen in Figs. 5 and 6 ...





between crusher dust and Red soil particles make them well compacted and OMC's are increasing due to due requirement of more water needed to lubricate the particles for achieving effective compactness. As the percentage of crusher dust is increases, the CBR values of Red soil crusher dust mixes are also increases.



Hence the behavior can be explained by light weight of tire chip particles make the composite mix as lesser weight than the original conventional mix. 4.2 California bearing ratio characteristics: The CBR values were obtained by performing CBR test on crushed stone +crushed dust and tire chips as per IS:2720:(part 16-1987 ) and the results are ...







CBR values to vary. With certain mechanical adjustments, gravel soils with CBR values above 30 may be used as a sub-base course. • G1, G2, G3, G4, and G5 graded gravel soils have CBR values between 48 and 33. Properties: plasticity index 7–13, liquid limit 24-33. The CBR, liquid limit, and plasticity index of graded gravel



As the percentage of crusher dust decreases CBR values are increasing. Maximum values were obtained at 30% dosage i.e 66, a little decrease was observed from 30-20%. Considering the other parameters such as void ratio, percentage voids and maximum dry densities into account, it is identified that a dosage of 20-30% crusher dust make the ...



From the test results it is identified that as the percentage of Crusher dust is increasing CBR values are increasing upto 15% for Anakapalli soils, 25% for Vizianagaram soils and 5-10% for Visakhapatnam Gravel soils. Attainment of maximum values are due to more solids occupied in the given volume due to the effective interaction between the ...













Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils D1883-21 ASTM|D1883-21 ... 1.6 Units— The values stated in inch-pound units are to be regarded as standard. The SI units given in parentheses are mathematical conversions, which are provided for information purposes only and are not considered standard. ...















improvements in CBR values which are 80%. Addition of 1.5 to 2% of tire chips with CBR values greater than 80% can be used as Base course material in flexible pavement construction. Keywords: Crusher dust, Crushed stone, Tire waste, Compaction, CBR. 1. INTRODUCTION Crusher dust is an industrial waste obtained from crushing stone plants.



2. The CBR value is found to be higher at 15% and 25% replacement by only crusher dust and crusher dust and fly ash combined respectively while it is higher at 15% replacement by fly ash alone. 3. The CBR value of silty soil can be increased by replacing it with crusher dust, fly ash separately as well as in combination.



The primary crusher (e.g., jaw crusher) breaks the reinforcing steel from the concrete and reduces the concrete rubble to a maximum size of 75 mm (3 in) to 100 mm (4 in). ... Magnesium sulfate soundness and California Bearing Ratio (CBR) values are comparable to conventional aggregates. Table 14-2. Typical mechanical properties of reclaimed ...





stone crusher dust mixes can be effectively used as sub-grade sub-base and base course layers by maintaining high dry densities and CBR values. Key words: Crusher dust, Crushed stone, Compaction, CBR. I. INTRODUCTION Inherent qualities of Soils can be readily acceptable as a construction material in civil engineering structures.


