#1
26th September 2014, 03:41 PM
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RRB Junior Engineer Civil Engineering Exam Question Paper
Will you please provide the RRB Junior Engineer Civil Engineering Exam Question Paper ?
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#2
27th September 2014, 08:43 AM
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Re: RRB Junior Engineer Civil Engineering Exam Question Paper
Here I am providing the list of few questions of RRB Junior Engineer Civil Engineering Exam Question Paper which you are looking for . There are two footings resting on the ground surface. One footing is square of dimension ‘B’. The other is strip footing of width ‘B’. Both of them are subjected to a loading intensity of q. The pressure intensity at any depth below the base of the footing along the centerline would be (a) equal in both footings (b) large for square footing and small for strip footing (c) large for strip footing and small or square footing (d) more for strip footing at shallow depth (< B) and more for square footing at large depth (>B) An inert tracer is injected continuously from a point in an unsteady flow field. The locus of locations of all the tracer particles at an instance of time represents (a) Streamline (b) Pathline (c) Steamtube (d) Streakline When the outflow from a storage reservoir is uncontrolled as in a freely operating spillway, the peak of outflow hydrograph occurs at (a) at point of inter-section of the inflow and outflow hydrographs (b) a point, after the inter-section of the inflow and outflow hydrographs (c) the tail of inflow hydrographs (d) a point, before the inter-section of the inflow and outflow hydrographs On which of the canal systems, R.G. Kennedy, executive engineer in the Punjab Irrigation Department made his observations for proposing his theory on stable channels ? (a) Krishna Western Delta canals (b) Lower Bari Doab canals (c) Lower Chenab canals (d) Upper Bari Doab canals The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is equal to (A) 0.5 (B) 1.0 (C) 2.0 (D) 4.0 The effective stress friction angle of a saturated, cohesionless soil is 38. The ratio of shear stress to normal effective stress on the failure plane is (A) 0.781 (B) 0.616 (C) 0.488 (D) 0.438 Two series of compaction tests were performed in the laboratory on an inorganic clayey soil employing two different levels of compaction energy per unit volume of soil. With regard to the above tests, the following two statements are made. I The optimum moisture content is expected to be more for the tests with higher energy. II The maximum dry density is expected to be more for the tests with higher energy. The CORRECT option evaluating the above statements is (A) Only I is TRUE (B) Only II is TRUE (C) Both I and II are TRUE (D) Neither I nor II is TRUE Q.13 As per the Indian Standard soil classification system, a sample of silty clay with liquid limit of 40% and plasticity index of 28% is classified as (A) CH (B) CI (C) CL (D) CL-ML |