1- The reason of place the weights over CBR sample to ......curve 2- The relationship between pressure and deflection represent 3- If the California bearing ratio at 0.1 in -40, the unit load for the sample is 4- The quantity of aggregate and no. of spheres in los Angeles test depend on kg of aggregate 5- The ability of aggregate to resist rain and decrease and increase in temperature called.. 6- Presence of flaky and elongated particles in the coarse aggregate used for the construction of pavement is considered undesirable because... 7-............ particle have better workability 8- The resistance to abrasion is called... 9- In the sand equivalent test, a value equal to 81 % was obtained, the clay reading =116 mm and sand reading 10 - ........gages were used in measure modulus of subgrade reaction 11-............. important to ensure adequate aggregate interlock and prevent excessive HMA deformation under load (rutting).

1- The reason of place the weights over CBR sample to ......curve 2- The relationship between pressure and deflection represent 3- If the California bearing ratio at 0.1 in -40, the unit load for the sample is 4- The quantity of aggregate and no. of spheres in los Angeles test depend on kg of aggregate 5- The ability of aggregate to resist rain and decrease and increase in temperature called.. 6- Presence of flaky and elongated particles in the coarse aggregate used for the construction of pavement is considered undesirable because... 7-............ particle have better workability 8- The resistance to abrasion is called... 9- In the sand equivalent test, a value equal to 81 % was obtained, the clay reading =116 mm and sand reading 10 - ........gages were used in measure modulus of subgrade reaction 11-............. important to ensure adequate aggregate interlock and prevent excessive HMA deformation under load (rutting).

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Soil Deposits-origin, Grain-size, And Shape

Section: Chapter Questions

Problem 2.15CTP: In concrete work, Fuller and Thompson (1907) suggested that a dense packing of grains can be...

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