发动机结构ERING FORUM OF INDIA [SEFI]

mahairaynam · SEFI Member Joined: 26 Jan 2003 Posts: 6

Dear sefians,

If there is a soft soil at foundation lvl. bearing capacity of which is around 12 to 13 t/m2 how can we increased bearing capacity practically. is it posslbe to drive sand piles? if yes,than up to how much dia. and up to what depth and specing bet.piles? pls. suggest any other mehod of consolidation.

S.KOTHARI

Posted via Email

akjhacpwd · Silver Sponsor Joined: 26 Jan 2003 Posts: 147

Dear Shri Kothari
A soil of 12 to 13 t capacity cannot be said to be a soft soil. Can you give some more detail like the type of building , the order of the loads , the borelog detail etc. It will be easy to answer in such case.

Regards

AKJHA

mahairaynam[AT]san... wrote:
Dear sefians,

If there is a soft soil at foundation lvl. bearing capacity of which is around 12 to 13 t/m2 how can we increased bearing capacity practically. is it posslbe to drive sand piles? if yes,than up to how much dia. and up to what depth and specing bet.piles? pls. suggest any other mehod of consolidation.

S.KOTHARI

Find out what India is talking about on - Yahoo! Answers India
Send FREE SMS to your friend's mobile from Yahoo! Messenger Version 8. Get it NOW

Posted via Email

drvvsrao · SEFI Member Joined: 26 Jan 2003 Posts: 2

Dear Sri. Kothari,
Why can't you consult a professional geotechnical consultant?
VVSRao.

Posted via Email

sidhudaljeet · ... Joined: 26 Jan 2003 Posts: 110

Dear Sri. Kothari,
Sh. VVS Rao has rightly advised to consult GeoTech Specialist. since incresing bearing capacity of soil depends upon many factors such as
Type of Soil
Depth ofWater Table
Type of Foundation
Method of construction
Pre Loading History
are some of them. so it right to get the advise from right person that is what Rahul Dravid Says daily on TV
Daljeet

drvvsrao[AT]red... wrote:
Dear Sri. Kothari,
Why can't you consult a professional geotechnical consultant?
VVSRao.

Posted via Email

ajitkbhattacharyya · ... Joined: 26 Jan 2003 Posts: 132

You can draw lessons from Vidhan Nagar ,Salt Lake area
of Kolkata where a whole township was built up after
increasing the Bearing Capacity of low capacity
surface earth upto considerable depth.Practical useage
must be kept in mind and not from professionals only
out to build his Bio-Data

--- sidhudaljeet[AT]yah... wrote:

[quote]Dear Sri. Kothari,
Sh. VVS Rao has rightly advised to consult GeoTech
Specialist. since incresing bearing capacity of soil
depends upon many factors such as
Type of Soil
Depth ofWater Table
Type of Foundation
Method of construction
Pre Loading History
are some of them. so it right to get the advise
from right person that is what Rahul Dravid Says
daily on TV
Daljeet

drvvsrao[AT]red... wrote:
Dear Sri. Kothari,
Why can't you consult a professional geotechnical
consultant?
VVSRao.

Posted via Email

j_devadas · SEFI Member Joined: 26 Jan 2003 Posts: 3

Dear all

Taking all factors into consideration as given by Mr Daljeet, there is available a flexible layer of filler which can improve soil bearing capacity & prevent any damage to the foundation by nullifying swelling pressure of soil

这s is as per international specs being followed in european countries. M\s The Supreme Industries Limited. , are into process of developing a tailor made solution for these problems.

Regards

Justus

sidhudaljeet[AT]yah... wrote:
Dear Sri. Kothari,
Sh. VVS Rao has rightly advised to consult GeoTech Specialist. since incresing bearing capacity of soil depends upon many factors such as
Type of Soil
Depth ofWater Table
Type of Foundation
Method of construction
Pre Loading History
are some of them. so it right to get the advise from right person that is what Rahul Dravid Says daily on TV
Daljeet

drvvsrao[AT]red... wrote:
Dear Sri. Kothari,
Why can't you consult a professional geotechnical consultant?
VVSRao.

Posted via Email