| Author |
Message |
 Topic: soil field tests |
Ganeshds
Replies: 0
Views: 2661
|
 Forum: SEFI General Discussion Posted: Mon May 16, 2016 1:52 pm Subject: soil field tests |
Dear Members,
Can you please suggest instruments available for soil field tests on backfilling compaction and average density of back fill soil.
Thanks & Regards,
Ganesh |
| Topic: Foundation analysis using multi linear spring |
Ganeshds
Replies: 1
Views: 3533
|
Forum: SEFI General Discussion Posted: Fri Apr 29, 2016 5:05 am Subject: Foundation analysis using multi linear spring |
[FONT=Times New Roman][/FONT]
[FONT=Verdana,sans-serif][SIZE=1]Dear All, [/SIZE][/FONT]
[FONT=Verdana,sans-serif][SIZE=1]
We would like to have suggestion on subgrade modulusapplying for design ... |
| Topic: Wind loading standard IS:875 (Part 3)-2015 |
Ganeshds
Replies: 2
Views: 5460
|
Forum: SEFI General Discussion Posted: Fri Apr 29, 2016 5:01 am Subject: Wind loading standard IS:875 (Part 3)-2015 |
[FONT=Times New Roman][/FONT]
[FONT=Verdana,sans-serif][SIZE=1]Dear All, [/SIZE][/FONT]
[FONT=Verdana,sans-serif][SIZE=1]
It will be interesting thing to discuss on this forumabout recent wind ... |
| Topic: STAAD - Foundation non linear springs |
Ganeshds
Replies: 3
Views: 9193
|
Forum: Evaluate my Model Posted: Tue Apr 19, 2016 11:14 am Subject: STAAD - Foundation non linear springs |
| Thank you Mr. Amit for the input. We have already tried this. But this has some issues in analysis reported to STAAD with abnormal bearing pressures and moment values. They given reply as below for yo ... |
| Topic: Wind loading standard IS 875 (Part 3) 2015 |
Ganeshds
Replies: 2
Views: 4492
|
Forum: SEFI General Discussion Posted: Tue Apr 19, 2016 11:08 am Subject: Wind loading standard IS 875 (Part 3) 2015 |
| Yes it is available in BIS web site for purchase effective from 2015. |
| Topic: Wind loading standard IS 875 (Part 3) 2015 |
Ganeshds
Replies: 2
Views: 4492
|
Forum: SEFI General Discussion Posted: Mon Apr 18, 2016 2:09 pm Subject: Wind loading standard IS 875 (Part 3) 2015 |
Dear All,
It will be interesting thing to discuss on this forum about recent wind design standard.
1. If any new standard comes, the applicability and evolution of existing structure is speciall ... |
| Topic: STAAD - Foundation non linear springs |
Ganeshds
Replies: 3
Views: 9193
|
Forum: Evaluate my Model Posted: Mon Apr 18, 2016 2:00 pm Subject: STAAD - Foundation non linear springs |
Dear All,
We would like to have suggestion on subgrade modulus applying for design of foundations. In general the spring value mentioned in STAAD model is linear to the reaction on foundation model ... |
| Topic: pile foundation for towers |
Ganeshds
Replies: 12
Views: 11345
|
Forum: SEFI General Discussion Posted: Sun Jan 01, 2012 4:09 pm Subject: pile foundation for towers |
Hi,
I am sharing my thoughts on your posting.
- Providing fixed support by modelling pile length equal to length of fixity as per IS:2911 clauses.
- Providing spring constant directly under p ... |
| Topic: Add Board near Highway |
Ganeshds
Replies: 10
Views: 7445
|
Forum: SEFI General Discussion Posted: Sun Jan 01, 2012 4:00 pm Subject: Add Board near Highway |
Hi,
I am not sure the below options suits your requirement.
1. As you are saying concrete volume more, here I would like to emphasize on changing of pad depth varying from toe to towards column in ... |
| Topic: Pile foundations |
Ganeshds
Replies: 4
Views: 5924
|
Forum: SEFI General Discussion Posted: Sun Jan 01, 2012 3:24 pm Subject: Pile foundations |
| Thank you very much for your support |
| |
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