Bearing capacity of soils cannot be improved by Options: A . &nbspDraining sub-soil water B . &nbspRamming crushed stone in soil C . &nbspDriving sand piles D . &nbspWatering surface of soil

Bearing capacity of soils cannot be improved by

Question

Bearing capacity of soils cannot be improved by

Options:

A . Draining sub-soil water

B . Ramming crushed stone in soil

C . Driving sand piles

D . Watering surface of soil

Answer: Option D

Submit Your Solution Below and Earn Points !

Next Question

Question 1. Pile foundation is generally provided if soil is....

Question 2. Crown is located at....

Question 3. The type of pointing in which a V-shaped projection outside the wall surface, is provided, is called....

Question 4. The radial splits which are wider on the outside of the log and narrower towards the pith are known as....

Question 5. A wooden block fixed on back side of a door frame on its post, is known as....

Question 6. The dimensions of a half queen closer, are....

Question 7. A projecting piece usually provided to support a truss, is....

Question 8. The concrete slump recommended for foundations, is....

Question 9. The vertical side member of a shutter frame, is known....

Question 10. An ordinary concrete may be made water proof by adding....

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

DSP Combined 1 Free Revision Test SAIL JO E-0

GPOE / GPA Combined 1 Free Revision Test SAIL JO E-0

BSP Plant Specific Review Test SAIL JO E-0

BSL Combined 1 Free Revision Test SAIL JO E-0

GFM Combined 1 Free Revision Test SAIL JO E-0