महाराष्ट्र अभियंता सेवा (स्थापत्य) मुख्य परीक्षा २०१२ - पेपर २

A. water used by plant in transpiration only

B. water used in evaporation from adjacent soils and plant leaves 

C. water used by plant in transpiration and evaporation also

D. None of the above

A. a, b and c

B. a, b and d

C. a, c and d

D. b, c and d

A. the infiltration capacity of the soil 

B. the prevailing wind velocity 

C. the quantity of water available

D. the prevailing humidity and radiation

A. water table is lowered by using pumps 

B. land is flooded with adequate depth of water to reduce salts in the top layer

C. land is flooded with adequate depth of water to reduce salts in the bottom layer

D. None of the above

A. 0.10

B. 3.33

C. 10

D. 1.66

A. gravity drainage has ceased

B. permanent wilting point is reached 

C. the soil becomes completely saturated

D. capillary fringe reaches the root zone of the plants

A. passing canal below the drainage

B. passing canal below the road

C. passing the drain through the canal

D. passing the canal over the drainage

A. at all levels below the upstream level

B. at all levels below the drainage gallery 

C. at all levels below the downstream level

D. at the foundation level only

A. Engineering studies

B. Economic studies

C. Financial studies

D. Traffic studies

A. Fixing the direction of highway

B. Deciding the radius of horizontal and vertical curves

C. Determining the gradient of volley and summit curves

D. Layout of the centre line of the highway on ground

A. 0.05 to 0.10

B. 0.15 to 0.20

C. 0.25 to 0.30

D. 0.35 to 0.40

A. Shoulder

B. Camber

C. Kerb

D. Drain

A. 2.44 m

B. 2.50 m

C. 3.50 m

D. 3.75 m

A. W_m= l²/2R

B. W_m = l²/R

C. Wm = 2l²/R

D. W_m = l²/

A. Summit curves

B. Valley curves

C. Sharp curves

D. Steep curves

A. Origin and destination data

B. Traffic capacity data

C. Traffic volume data

D. Parking studies

A. Shearing resistance of soil

B. Modulus of subgrade reaction 

C. Stability of soil subgrade

D. Stress - strain relationship of soil

A. Abrasion test

B. Crushing test

C. Impact test

D. Soundness test

A. IRC 29

B. IRC 37

C. IRC 58

D. IRC 86

A. 6 kg/cm²

B. 24 kg/cm²

C. 30 kg/cm²

D. 40 kg/cm²