Request New Subject
Home
Civil Engineering
Geotechnical Engineering
Q. The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes/m2 to 50 tonnes/m2, the coefficient of compressibility is (Solved)
1. 0.01
2. 0.02
3. 0.05
4. 0.001
a. 0.01
Related Topics
→ Water Supply Engineering
→ Advanced Construction and Equipments
→ Construction Management
→ Structural Design 2
→ Irrigation Engineering
→ Basic of Civil Engineering
→ RCC Structures Design
→ Hydraulics and Fluid Mechanics
→ Engineering Graphics
→ Surveying
Subscribe Now
Get All Updates & News
Subscribe