Civil Engineering Gate Yearwise
Civil Gate 2025 Set-2
Civil Gate 2024 Set-1
Civil Gate 2024 Set-2
Civil Gate 2023 Set-1
Civil Gate 2023 Set-2
Civil Gate 2022 Set-1
Civil Gate 2022 Set-2
Civil Gate 2021 Set-1
Civil Gate 2021 Set-2
Civil Gate 2020 Set-1
Civil Gate 2020 Set-2
Civil Gate 2019 Set-1
Civil Gate 2019 Set-2
Civil Gate 2018 Set-1
Civil Gate 2018 Set-2
Civil Gate 2017 Set-1
Civil Gate 2017 Set-2
Civil Gate 2016 Set-1
Civil Gate 2016 Set-2
Civil Gate 2015 Set-1
Civil Gate 2015 Set-2
Civil Gate 2014 Set-1
Civil Gate 2014 Set-2
Civil Gate 2013
Civil Engineering Gate 2016 Set-1 Questions with Answer
Ques 40 GATE 2016 SET-1
A seepage flow condition is shown in the figure. The saturated unit weight of the soil γsat=18 kN/m3. Using unit weight of water, γw=9.81 kN/m3, the effective vertical stress (expressed in kN/m2) on plane X-X is _______.
Ques 41 GATE 2016 SET-1
A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as c'=15 kPa and ϕ'=22°. Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of 200 kPa developed a pore water pressure of 150 kPa at failure. The deviator stress (expressed in kPa) at failure is _______.
Ques 42 GATE 2016 SET-1
The direct runoff hydrograph in response to 5 cm rainfall excess in a catchment is shown in the figure. The area of the catchment (expressed in hectares) is
Ques 43 GATE 2016 SET-1
The type of flood routing (Group 1) and the equation(s) used for the purpose (Group II) are given below.
| Group I | Group II |
|---|---|
| P. Hydrologic flood routing | 1. Continuity equation |
| Q. Hydraulic flood routing | 2. Momentum equation |
| 3. Energy equation |
Ques 44 GATE 2016 SET-1
The pre-jump Froude Number for a particular flow in a horizontal rectangular channel is 10. The ratio of sequent depths (i.e., post-jump depth to pre-jump depth) is
Ques 45 GATE 2016 SET-1
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as 10 kN/m3 and unit weight of concrete as 24 kN/m3, the uplift force per unit length of the dam (expressed in kN/m) at PQ is ________.
Ques 46 GATE 2016 SET-1
Seepage is occurring through a porous media shown in the figure. The hydraulic conductivity values (k1, k2, k3) are in m/day.
Ques 47 GATE 2016 SET-1
A 4 m wide rectangular channel, having bed slope of 0.001 carries a discharge of 16 m3/s. Considering Manning's roughness coefficient =0.012 and g=10 m/s2 the category of the channel slope is
Ques 48 GATE 2016 SET-1
A sector gate is provided on a spillway as shown in the figure. Assuming g=10 m/s2, the resultant force per meter length (expressed in kN/m) on the gate will be
Ques 49 GATE 2016 SET-1
A hydraulically efficient trapezoidal channel section has a uniform flow depth of 2 m. The bed width (expressed in m) of the channel is
Ques 50 GATE 2016 SET-1
The Optimistic Time (O), Most likely Time (M) and Pessimistic Time (P) (in days) of the activities in the critical path are given below in the format O-M-P.
Ques 51 GATE 2016 SET-1
Consider the plane truss with load P as shown in the figure. Let the horizontal and vertical reactions at the joint B be HB and VB, respectively and VC be the vertical reaction at the joint C.
Ques 52 GATE 2016 SET-1
In shear design of an RC beam, other than the allowable shear strength of concrete (τc) there is also an additional check suggested in IS 456-2000 with respect to the maximum permissible shear stress (τc mix). The check for τc mix is required to take care of
Total Unique Visitors