Q4.Stress path equation for tri-axial test upon application of deviatoric stress is,q = 10√3 + 0.5p..The respective values of cohesion, c (in kPa) and angle of internal friction, φ are:
Q5.A horizontal curvature curve with a centre line radius of 200 m is provided on
a 2-lane, 2-way SH section. The width of the 2-lane road is 7.0 m. Design speed
for this section is 80 km per hour. The brake reaction time is 2.4 s, and the
coefficients of friction in longitudinal and lateral directions are 0.355 and 0.15,
respectively.
The safe stopping sight distance on the section is
Answer : Option CExplaination / Solution: No Explaination.
Q6.A horizontal curvature curve with a centre line radius of 200 m is provided on
a 2-lane, 2-way SH section. The width of the 2-lane road is 7.0 m. Design speed
for this section is 80 km per hour. The brake reaction time is 2.4 s, and the
coefficients of friction in longitudinal and lateral directions are 0.355 and 0.15,
respectively.
The set-back distance from the centre line of the inner lane is
Answer : Option CExplaination / Solution: No Explaination.
Q9.The moisture holding capacity of the soil in a 100 hectare farm is 18 cm/m . The field is
to be irrigated when 50 percent of the available moisture in the root zone is depleted.
The irrigation water is to be supplied by a pump working for 10 hours a day, and water
application efficiency is 75 percent. Details of crops planned for cultivation are as follows
The capacity of irrigation system to irrigate crop ‘X ’ in 36 hectares is
Answer : Option BExplaination / Solution: No Explaination.