Answer Posted / friend
if the size of the soil particles is lees than .0075 mm
then soil is called soft soil, even by touching the soil u
can feel that softness.
The type of foundation used for soft soils are PILE
FOUNDATIONS. They suit them the most for the reason
they are economicaland
take load to the greater depths where there is a strong
strata.
| Is This Answer Correct ? | 8 Yes | 11 No |
Post New Answer View All Answers
Test procedure of fly ash bricks as per code ?
As we know that steel is a tension member but why we are using STRUCTURE STEEL as a COLUMN (Without concrete) where column is a compression member and compression strength of steel is very low
for Precast foundation howmany days required we can shift the foundation with american Standards i need reference with section any body can help
What is the significance of cost estimate knowledge for an architect?
what is the criteria for the finalisation of pavement thickness in road project?
Gidc technical que paper
How to calculate the cement plastering for circular and rectangular water storage tanks and how to calculate the area of circular and rectangular floor?? Please help me
What are wooden shingles?
How to calculate brick work quantity?? Block work quantity??
What are the delays in construction projects due to approvals from owners? How can we analyze them in different prospective? Whats their affects and effects on presently going work?
How to estimate the shuttering material requirement for a slab and beam and shear wall..? Please send thumbrule to estimate material required ( Plywood, Ms plates, runners, acrospans, jacks)
How to decide/consider the grade of bitumen for dbm.
Will water damage concrete?
is it fair to recruit another prestressing agency once earlier agency has provided guide cone for post stressing the Concrete -I girders? It is observed that the bearing plate of another agency is not matching with the earlier one resulting in protruded strands after stressing from the face of girder. Kindly advice.
pls tell me about method of cutting length of ties column