- (A) silt
- (B) sand
- (C) clay
- (D) gravel
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- (A) Needle beam method
- (B) Army method
- (C) German method
- (D) Italian method
- (A) stone masonry
- (B) timber
- (C) cast iron
- (D) cement concrete
- (A) 6 mJ per second per m2 of face area
- (B) 6 m3 per minute per m2 of face area
- (C) 20 m3 per minute per m2 of face area
- (D) 6 m3 per hour per m2 of face area
- (A) wagon drill, churn drill, shot drill
- (B) wagon drill, shot drill, churn drill
- (C) shot drill, churn drill, wagon drill
- (D) churn drill, wagon drill, shot drill
- (A) only up holes
- (B) only down holes
- (C) horizontal or up holes
- (D) horizor„al, down or up holes
- (A) normal to face
- (B) inclined at 45° to the face
- (C) inclined at 15° to the face
- (D) inclined at 30° to the face
- (A) small projects
- (B) large and complex projects
- (C) research and development projects
- (D) deterministic activities
- (A) remains same
- (B) decreases
- (C) increases by 2.25 times
- (D) increases by 3.5 times
- (A) carrying water
- (B) non-cohesive soils
- (C) tunnels driven by shield method
- (D) placement of concrete lining
