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  Topic: Is Soil Mechanics a science or art?
jshukla

Replies: 4
Views: 2132

PostForum: SEFI General Discussion   Posted: Fri Sep 19, 2014 2:25 pm   Subject: Is Soil Mechanics a science or art?
Dear Colleague,

I dont know how to respond to you query since our soil investigation are not so mature even today. I also came across the cases where reports were modified to suite the intentions. ...
  Topic: Re: To seek your help regarding my dissertation work
jshukla

Replies: 7
Views: 3099

PostForum: SEFI General Discussion   Posted: Sun Jul 20, 2014 1:47 pm   Subject: Re: To seek your help regarding my dissertation work
Please find the paper. I would recommend to read read
http://www.nehrp.gov/pdf/nistgcr12-917-21.pdf

Being a geotechnical engineer, soil structure interaction means more to us than you described. F ...
  Topic: Re: To seek your help regarding my dissertation work
jshukla

Replies: 7
Views: 3099

PostForum: SEFI General Discussion   Posted: Thu Jul 17, 2014 11:01 am   Subject: Re: To seek your help regarding my dissertation work
Dear Mr. Parmar,

Proceedings of the IGC 2005 is available with me. I would try to mail you the paper. However, if you would like to investigate the soil-structure interaction effect through spring ...
  Topic: soil impedance for structural foundation under earthquake
jshukla

Replies: 2
Views: 1264

PostForum: SEFI General Discussion   Posted: Thu Jun 19, 2014 4:50 pm   Subject: soil impedance for structural foundation under earthquake
Foundation Engineering Handbook by Winterkon and Fang; Chapter 15 "Foundation Vibrations"

Best wishes,

jay
  Topic: Subgrade Modulus of soil
jshukla

Replies: 140
Views: 124497

PostForum: SEFI General Discussion   Posted: Sun Dec 15, 2013 12:46 pm   Subject: Subgrade Modulus of soil
Dear Members,

It was indeed unfortunate that personal comment are made on some practice. I hope most of the engineers are structural engineers in the forum and probably thats why too much discussio ...
  Topic: Soil-pile-structure interaction
jshukla

Replies: 18
Views: 20827

PostForum: E-Conference on Tall Buildings   Posted: Mon Dec 03, 2012 6:22 am   Subject: Soil-pile-structure interaction
Dear Colleagues,

Please attached article regarding pile group settlement estimation. Pile group interaction factors are also included in the paper.

I hope it helps.

jay
  Topic: FOUNDATIONS
jshukla

Replies: 19
Views: 22054

PostForum: E-Conference on Tall Buildings   Posted: Mon Dec 03, 2012 6:17 am   Subject: FOUNDATIONS
Dear Colleagues,

Sharing one more ref for tall building foundations.


I hope it helps.

jay
  Topic: Pile capacity and Design
jshukla

Replies: 9
Views: 8814

PostForum: E-Conference on Tall Buildings   Posted: Sun Dec 02, 2012 5:32 am   Subject: Pile capacity and Design
Lets go one by one ..

[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]1) Analysis: We normally calculate the loads coming on pile manually in case of pile nos upto 5.How do we carry ...
  Topic: Seismic design of foundations
jshukla

Replies: 3
Views: 6487

PostForum: E-Conference on Tall Buildings   Posted: Thu Nov 29, 2012 4:29 pm   Subject: Seismic design of foundations
Though i am student of Geotechnical Earthquake Engineering i didnt post any thing here. Please find one presentation regarding seismic design of pile foundation. It will serve two purpose of this foru ...
  Topic: Soil-pile-structure interaction
jshukla

Replies: 18
Views: 20827

PostForum: E-Conference on Tall Buildings   Posted: Thu Nov 29, 2012 4:20 pm   Subject: Soil-pile-structure interaction
I acknowledge your anxiety for the question...

Yes it should be... since the size of foundation is different hence extent of soil straining is different. However if you say 2m wide and 2.5 m wide i ...
 
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