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MCQ
24901. Soil-এর uniformity coefficient-এর typical value কত হয়? [MOLE-19]
≤ 1
>1
০ থেকে । এর মধ্যে
কোনোটিই নয়
24902. The degree of saturation for the moist soil isabout- [MOD-20]
0%
25 to 50%
1 to 25%
50 to 75%
24903. During plate load test, the loading to the test plate is applied with [BB-20]
fluid tube
hydraulic jack
sand bags
cross-joists
24904. The performance of the soil, when used for pavement construction is found out by using-.[BB-20]
quality test
material test
group index
none of the mentioned
24906. The ratio of specific weight of a liquid to the specific weight of pure water at a standard temperature is called- [HED-19]
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
24907. প্লেট লোড টেস্ট করা হয়-
পরিদর্শন উদঘাটনে
প্রাথমিক উদঘাটনে
প্রারম্ভিক উদঘাটনে
বিস্তারিত উদঘাটনে
24908. The ratio of the volume of voids to the total volume of soil mass is called- [MOD-20]
water content ration
void ratio
porosity
degree of saturation
24909. The unit weight of soil mass is also called- [MOCA-19]
dry density
bulk density
mass specific gravity
bulk specific gravity
24910. একটি বস্তুর বাতাসে ওজন = 3kg, পানিতে ওজন = 2.5 kg হলে Specific gravity কত? [MOLE-19]
1
4
6
5
24911. Uniformity coefficient of soil কোনটি? [PWD-2000, MOCA-19, MOLE-19]
D_10/D_30
D_60/D_30
D_30/D_60
D_60/D_10
24912. Water content = 15%, Sp. gravity = 2.5, Void ratio = 0.5, Degree of Saturation =? [MOLE-19]
75%
50%
60%
80%
24913. The maximum size of the particles of clay is about- [MOCA-19]
0.0002mm
0.02mm
0.002mm
0.2mm
24914. শক্ত মৃত্তিকার জন্য N-এর মান কত?
৩১ থেকে ৪০
৫১ থেকে ৬০
৬১ থেকে ৭০
৪১ থেকে ৫০
24915. The failure of foundation of a building is due to-[BB-20]
lateral escape of the supporting material
withdrawal of subsoil moisture
unequal settlement of soil
all of the above
24916. Saturated Soil-এর Degree of Saturation কত? [MOCA-19]
0.00
0.50
2.00
1.00
24918. Clay soil-এর Particle size, silt-এর চেয়ে- (MOLE-19]
বড়
ছোট
সমান
কোনোটিই নয়
24919. The relation between porosity N and void ratio(e) is given by- [MOCA-19]
n=(1+e)/e
n=e/(1+e)
e=n/(1-n)
e=(1-n)/n
24920. If a soil sample have porosity value 0.45 what will be the void ratio? [MOD-20]
0.82
0.31
1.22
0.41