www.www.buonovino.com

[adutt]

Bentonite slurry is used to stabilize the soil,it is usual to use this
for piling ,you can ask Simplex piles for further details on disposal
etc.

For the turbo generator you have to rest it on a frame & carry out a
transient dynamic analysis of this frame.

Theoretically the Barkan's method is preferred in design offices
If you can clarify & elaborate the problem it will be easier to answer
you specifically.

With regards
Amit Dutt

-----Original Message-----
Message From [mailto:]
Sent: Tuesday, November 22, 2005 5:30 AM
To: Amit Dutt
Subject: Daily Digest Tue Nov 22 00:00:05 2005

-------------------------
Message From vshreesh[AT]dat...
Subject: Pl clarify
Date: 21/11/05
Time: 08:07:43
-------------------------
Hi SFIANS

Pl clarify the following:

1) Is Bentonite slurry used for piling works Harmfull ? Is there any
methodology for disposal of the same .

2) How to carry our transient dynamic analysis for Turbo generator
foundation?

regards

shreesh
TCE bangalore

-------------------------

-------------------------
Message From adutt[AT]des...
Subject: Daily Digest Sun Nov 20 00:00:05 2005
Date: 21/11/05
Time: 10:40:39
-------------------------
Dear Hemant Vadalkar,Sangeeta ; Saurabh,
I received your comments ;
suggestions about the time period issue.
Thanks for the same

Amit Dutt
Structural Engineer

-----Original Message-----
Message From [mailto:]
Sent: Sunday, November 20, 2005 5:30 AM
To: Amit Dutt
Subject: Daily Digest Sun Nov 20 00:00:05 2005

-------------------------
Message From vva[AT]vsn...
Subject: Time period of Building by STAAD
Date: 19/11/05
Time: 15:04:33
-------------------------
Dear Amit,
Calculation of time period is sensitive to mass and stiffness. Empirical
time period given in the code can not be compared with the dynamic
analysis
of analytical model which will always differ as pointed out Sangeeta
and
others.

It is always better to work out the time period for the appropriate type
of
structure based on the empirical formula given in the code and use this
as
an input to STAAD PX and PZ ( time period in x and z dir). This period
given
by the user will be used by STAAD in calculating the base shear.

Hemant Vadalkar
Consulting Engineer
------
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118, Veena Beena Shopping Centre, Opp. Bandra Station(W), Mumbai 400 050
INDIA
Tel. / Fax : 91-22-2643 0668 / 91-22-2641 0857
Email : vva[AT]vsn...

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