Sail E0 Webinar

MCQs

Total Questions : 79 | Page 3 of 8 pages
Question 21. Which of the following caissons, permits excavation in dry?
  1.    Pneumatic caissons
  2.    Box caissons
  3.    Open caissons
  4.    All of the mentioned
 Discuss Question
Answer: Option A. -> Pneumatic caissons
Answer: (a).Pneumatic caissons
Question 22. The components that are needed to be considered in designing of a well foundation is _______
  1.    Shape of the well
  2.    Sand filing
  3.    Bottom plug
  4.    Dredge hole
 Discuss Question
Answer: Option C. -> Bottom plug
Answer: (c).Bottom plug
Question 23. A disadvantage in using circular shape of well foundation is ___________
  1.    Minimum perimeter
  2.    Skin friction is maximum
  3.    Diameter of well is more than required
  4.    Sinking is more uniform
 Discuss Question
Answer: Option C. -> Diameter of well is more than required
Answer: (c).Diameter of well is more than required
Question 24. The sinking of the dredge is uniform in which of the following, shapes of well?
  1.    Double-D
  2.    Rectangular
  3.    Circular
  4.    Dumb-well
 Discuss Question
Answer: Option C. -> Circular
Answer: (c).Circular
Question 25. The most economical shape, of a well for the construction of large pier is _________
  1.    Twin circular
  2.    Double-D
  3.    Rectangular
  4.    Single circular
 Discuss Question
Answer: Option B. -> Double-D
Answer: (b).Double-D
Question 26. The analysis of well foundation is done based on the assumptions of _________
  1.    Banerjee and Gangopadhyay
  2.    Lacey
  3.    None of the mentioned
  4.    All of the mentioned
 Discuss Question
Answer: Option A. -> Banerjee and Gangopadhyay
Answer: (a).Banerjee and Gangopadhyay
Question 27. Coefficient of horizontal soil reaction m, depends on _________
  1.    Shape of the area carrying load and Nature of soil
  2.    Skin friction
  3.    None of the mentioned
  4.    All of the mentioned
 Discuss Question
Answer: Option A. -> Shape of the area carrying load and Nature of soil
Answer: (a).Shape of the area carrying load and Nature of soil
Question 28. The maximum depth of scour at the nose of pier is _______ Lacey’s value.
  1.    Twice
  2.    Thrice
  3.    Half
  4.    None of the mentioned
 Discuss Question
Answer: Option A. -> Twice
Answer: (a).Twice
Question 29. When a rigid well starts moving parallel, it transforms the soil in to __________
  1.    Active and passive states
  2.    Rigid state
  3.    Loose sand
  4.    All of the mentioned
 Discuss Question
Answer: Option A. -> Active and passive states
Answer: (a).Active and passive states
Question 30. According to Terzaghi and Peck, the ultimate bearing capacity can be determined by which of the following expression?
  1.    Q f = Q p + 2πRfs Df
  2.    Q p = πR2(Q p + 2πRfs Df)
  3.    Q p = 2πRfs Df
  4.    All of the mentioned
 Discuss Question
Answer: Option A. -> Q f = Q p + 2πRfs Df
Answer: (a).Q f = Q p + 2πRfs Df

Latest Videos
Chapter 1 - GLOBAL STEEL SCENARIO & INDIAN STEEL INDUSTRY Part 1 : (13-04-2024) INDUSTRY AND COMPANY AWARENESS (ICA)
Direction Sense Test Part 1 Reasoning (Hindi)
Chapter 1 - RMHP / OHP / OB & BP Part 1 : (14-02-2024) GPOE
Cube & Cuboid Part 1 Reasoning (Hindi)
Data Interpretation (DI) Basic Concept Reasoning (Hindi)
Counting Figures Part 1 Counting Of Straight Lines Reasoning (Hindi)
Sail E0 free webinar Webinars
Real Numbers Part 7 Class 10 Maths
Real Numbers Part 1 Class 10 Maths
Polynomials Part 1 Class 10 Maths

Latest Test Papers

Pie Chart - Test Paper 1 Data Interpretation Reasoning & DI
Tabulation - Test Paper 2 Data Interpretation Reasoning & DI
Test Paper 1 Direction Sense Test Reasoning & DI
ICA , RDIC,GFM Free Modal Test Paper - Non - Technical Branch Old Syllabus 2022 - SAIL Junior Officer E0
GFM Combined 1 Free Revision Test SAIL JO E-0