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A circular footing is resting on a stiff saturated clay with qu = 250 kN/m2. The depth of foundation is 2 m. Verify the diameter of the footing if the column load is 600 kN.
Suppose a factor of safety as 2.5. The bulk unit weight of soil is 20 kN/m3.
why lacing is better than battens?
Two load tests were conducted at a site-one with a 0.5 m square test plate and the other with a 1.0 m square test plate. For a settlement of 25 mm, the loads were found to be 60 kN
California Bearing Ratio (CBR): The most widely used test for determining the supporting power of a soil for designing the thickness of pavements is the California Bearing Ra
Good evening. I have two homework projects from the Soil Mechanics. I am interesting if anybody can solve them.
State the various factors that affect the bearing capacity of a shallow footing. Write short note critical notes on settlement of foundations. How do you ascertain whether a fou
Purpose of plane table
What is bench mark
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mixing ratio of different type of ready mix concrete.(RMC)
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