জিওটেকনিক্যাল ইঞ্জিনিয়ারিং MCQ
সিভিল ইঞ্জিনিয়ারিং এর "" জিওটেকনিক্যাল ইঞ্জিনিয়ারিং "" সাবজেক্টের সকল MCQ প্রশ্ন এই ফোল্ডারে পাবেন। Civil Engineering এর চাকরি প্রস্তুতির জন্য ডিপার্টমেন্ট ও নন-ডিপার্টমেন্টের সকল MCQ এর প্রশ্ন উত্তর ব্যাখ্যাসহ এখানে পাবেন। সহকারী/উপ-সহকারী প্রকৌশলী চাকরি প্রস্তুতির জন্য আমাদের App: Engineering Classroom গুগল প্লে-স্টোর থেকে ডাউনলোড করে নিন। Civil all MCQ, Civil Engineering MCQ
201. The plastic limit exists in-
sandy soils
gravel soils
silty soils
clays
202. The unconfined compressive strength of a very soft clay is-
10 to 25kN/m²
150 to 400kN/m²
25 to 150kN/m²
above 400kN/m²
203. The unconfined compressive strength of a hard clay is-
10 to 25kN/m²
150 to 400kN/m²
25 to 150kN/m²
above 400kN/m²
204. Which of the following is highly permeable?
Gravel
Sand mixture
Coarse sand
Clay
205. The unit weight of a completely saturated soil (γ_sat) is given by-
((G+e)γ_ω)/(1+e)
((1+e)γ_ω)/(G+e)
((G-1)γ_ω)/(1+e)
((1-e)γ_ω)/(G+e)
206. The coefficient of permeability of slit is---that of clay.
same as
less than
more than
none of these
207. A flow net is used to determine the-
seepage flow
seepage pressure
exit gradient
all of these
208. The water content in a soil at which just shear strength develops is called-
liquid limit
elastic limit
plastic limit
shrinkage limit
209. Which of the following have an influence on the value of permeability?
Grain size
Void ratio
Degree of saturation
all of these
210. Shrinkage index কী? [MOCA-19]
Liquid limit - Shrinkage limit
Liquid limit + Plastic limit
Plastic limit - Liquid limit
Shrinkage limit - Liquid limit
211. The liquid limit minus plastic limit is termed as-
flow index
plasticity index
shrinkage index
liquidity index
212. The liquidity index (in percentage) is given by-
(ω_p-ω)*100/I_p
(ω_L-ω)*100/I_p
(ω_L-ω_p )*100/I_p
(ω-ω_p )*100/I_p
213. The critical gradient of the seepage of water--- with the increase in S.G. of soil.
increases
decreases
same
infinity
214. W ওজনের Soil sample-এর Moisture content = m, Proctor mould-এর Volume = V হলে Dry density কত হবে?[MOCA-19]
WV / m+1
V [m/(1 + m)]
W[ V(1 + m)]
V(1 + m) / W
215. বিদ্যমান Over-burden pressure-এ মাটি যদি Fully consolidated না হয়, তখন তাকে কী বলে? [MOCA-19]
Pre-consolidated
Normally consolidated
Over consolidated
কোনোটিই নয়
216. The liquid limit exists in-
sandy soils
gravel soils
silty soils
clays
217. The critical gradient of the seepage of water in a soil medium is-
(1-G)/( 1+e)
(1+e)/(1-G)
(G-1)/( 1+e)
(1+e)/( G-1)
218. The sensitivity of a normal clay is about-
2 to 4
8 to 15
4 to 8
15 to 20
219. The plasticity index is the ratio of liquidity index and flow index.
Right
Wrong
220. When the consistency index is zero, then the soil is at its-
elastic limit
plastic limit
liquid limit
semi-solid state