what is pile foundation?

Answer Posted / m.mahesh

Pile foundation is one of the
typs of deep foudaton.it is an
elemnt of constrction usd as
fundton.it may be driven in
ground verticaly or with sm
inclinaton to transfr the load
safly.typs-undr
reamd,timbr,cmposte,stel,

Is This Answer Correct ?    0 Yes 1 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

how do we calculate quantity of cement sand and aggregates in 1m3 of m20 m25 grade concrete?

2004


difference between fc and fc'?

1315


WHAT GOAL DO YOU HAVE IN YOUR CARRIER?

1879


any book or article on pumped concrete.

1735


Iwant to calculate the production of 1 labour for concrete casting which includes shuttering,scaffolding,steel fixing,concreting, deshuttering and curing in 8hours.But i am not able to determine it approximately would you pls.??

2238






What is the difference between Hinged and pinned in Column ends

4788


what is the Purpose of Adding 20% of wet mortar & 1/3rd to Dry Mortar for PCC & Plastering & Rcc .is there any standard method for adding this .?

1782


please send me bhel questions on rupesh.017@rediffmail.com

2266


what is Short bored pile foundation.

2201


Define What happens to Load at yielding ?

1335


I am a civil engineer . I am also selected for sbi clerk interview which is to be held on 4th May2010 is there anybody resembling the same? what question can be asked and what should be the probable answers?

1924


Define Who designed the city of Washington DC?

639


kindly mail me by attaching files , formats for quality checks of common building materials like cement , concrete , bricks , sand and aggregates plz send my email id- VMANDAL91@gmail.com

1408


how to stop beam concrete between column

1912


Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No.       Loading        Axial force      Moment     Shear 1               DL+LL          1950              600            20 2           Seismic load       250              4800          700

1530