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Messages 790 - 819 of 1629   Oldest  |  < Older  |  Newer >  |  Newest
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790
Hi, I am a Research Scholar working in Contaminant transport modelling area.I need a help regrading the Hydrus Softawre. I have a 50 cm column of unsaturated...
Praveen Kumar.R
praveenkumar...
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Aug 3, 2006
10:31 am
791
Dear All, I am just trying to answer two questions below. Anyone, help me out please? 1. Why is a retaining wall with an inclined back more stable from the ...
phonepyiwin
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Aug 3, 2006
10:32 am
792
For the first question, at a very small displacement of the top of the wall, a moment will be induced (rotation point being the foot of the retaining...
Iván DiazGranados ...
idgp10
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Aug 3, 2006
2:21 pm
793
dear all i have problem in my search the most result of natural water conten for tested sample greater than liquid limit, these samples from mediterranian sea...
lamyaa khodier
lkhodier
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Aug 3, 2006
3:01 pm
794
Hi, I am a Research Scholar working in Contaminant transport modelling area.I need a help regrading the Hydrus Softawre. I have a 50 cm column of unsaturated...
Praveen Kumar.R
praveenkumar...
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Aug 3, 2006
3:18 pm
795
Would changing the meaning for direction (i.e., let + represent down) help? jb .\...
j bowles
jpddddmgb
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Aug 3, 2006
3:26 pm
796
Maybe I misunderstood your question. Attached is an scheme of the wall, and a short explanation. Hope is usefull. Iván DiazGranados phonepyiwin...
Iván DiazGranados ...
idgp10
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Aug 3, 2006
3:51 pm
797
Issue #1 published August 2006 Issue #1 International Journal of Geoengineering Case Histories, Issue #1 in this issue a.. Editorial Board Members b.....
Dimitris Zekkos
zekkos_gr
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Aug 4, 2006
4:11 am
798
Dear Freind You can refer to Book: "Marine Geotechnic" of Polous. Truly:M.Esmaeili ... __________________________________________________ Do You Yahoo!? Tired...
morteza esmaili
moresm76
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Aug 5, 2006
2:45 pm
799
Dear Parveen You can refer to Plaxis software manula. Truly:M.Esmaeili ... __________________________________________________ Do You Yahoo!? Tired of spam?...
morteza esmaili
moresm76
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Aug 5, 2006
2:46 pm
800
thanks for all the answers. they give make me more senses about it. Iván DiazGranados Pertuz <idgp10@...> wrote: Maybe I misunderstood your question....
Phone Pyi Win
phonepyiwin
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Aug 5, 2006
2:50 pm
801
You can try FLAC or Geoslope too. morteza esmaili <moresm76@...> »ˇˇG Dear Parveen You can refer to Plaxis software manula. Truly:M.Esmaeili ...
sam
samchanhku
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Aug 8, 2006
7:59 am
802
Hello everybody, Can anyone please tell me where I can find the values of friction angle between Soil and various construction materials for a pipeline (like...
Naik Banavathu
nayak_29
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Aug 15, 2006
12:42 am
803
Dear Friend You can refer to bellow books ib pile foundation: 1. Pile Foundation : Polous 2. Pile Foundation : Tomlinson 3. Pile Foundation : U.S Army Corps of...
morteza esmaili
moresm76
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Aug 15, 2006
1:11 pm
804
Hello Esmaeili, Thank you for the information. I will look in to the reference materials you have mentioned. Regards, Naik. ... Do you Yahoo!? Next-gen email?...
Naik Banavathu
nayak_29
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Aug 16, 2006
6:40 pm
805
Execu-Tech is a national recruiting firm that has numerous positions for Geotechnical Engineers in the US. These positions require US citizenship or Green...
cal5690
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Aug 18, 2006
5:03 am
806
Dear Colleague, The Engineer's Job Market at Progressive Engineer, the online magazine and information source, has received the following job postings that...
Tom Gibson
tom@...
Send Email
Aug 18, 2006
8:24 pm
807
Dear all: Can anyone inform me on how the lock-in force induced by deep excavation works for underground structures is usually determined in practice? I am at...
Agus Setianto Samingan
indo_geotech...
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Aug 21, 2006
2:11 am
808
Dear Freind You can model your step excavatio using PLAXIS and calculte the lock-in force. Truly: M.Esmaeili ... ...
morteza esmaili
moresm76
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Aug 21, 2006
6:07 am
809
Hi: Thanks for the reply. To me it is not the software we use that determines but how the lock-in force itself is determined. All the way in the design, I use...
Agus Setianto Samingan
indo_geotech...
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Aug 21, 2006
1:55 pm
810
Dear Agus, you question is very interesting. In order to try to answer I need some supplementary information: - Are the walls a temporary support (did you...
Radu Schwab
raducu2001de
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Aug 21, 2006
2:40 pm
811
Now, you can Get Your Full Version of FrameSolver 2D for Free and without any cost! You can find more details in the following link: http://www.esads.com or: ...
eng_rjs
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Aug 27, 2006
4:16 pm
812
hi dear i want to investigate soil densification during earthquake of 4.3m rubble mound with 5-20kg stones. method by seed ana takamatsu dependent with spt...
ham_bayesteh
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Aug 27, 2006
4:18 pm
813
Dear Friend You can find some recomendation in below refrences: 1. Soil Dynamic Braja M Das 2. Soil Dynamic Us naval Army publication Truly:M.Esmaeili ... ...
morteza esmaili
moresm76
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Aug 28, 2006
11:52 pm
814
Respected Sir, In connection with your letter i would like to inform you that I am working as a lecturer in an engineering college in India. I want to apply...
Arup Bhattacharjee
bhatta_arup
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Aug 28, 2006
11:56 pm
815
I think you need use 3Dshop or Ansysy to build the non-uniform grid, then use the Pile element in FLAC 3D. ... beginning ... stress ... so...
skychensha
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Sep 3, 2006
11:38 pm
816
Dear Khawar, I just used FLAC3D to analyze the ground freeze method in a tunnel excavation, where the thermal-mechanical coupling analysis and soil heave...
skychensha
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Sep 3, 2006
11:46 pm
817
Dear Chen Sha Thanks for your mail and advice Regards khawar skychensha <skychensha@...> wrote: Dear Khawar, I just used FLAC3D to analyze the ground...
Khawar Munir
engineerkhawar
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Sep 7, 2006
12:09 pm
818
Dear Chen Sha: Can you introduce further your FLAC3D analysis for Tunnel? I am very interested in this topic. Regards, Xu Bo _____ From:...
Xu Bo
mygeotechnical
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Sep 7, 2006
1:58 pm
819
Dear Colleague, The Engineer's Job Market at Progressive Engineer, the online magazine and information source, has received the following job posting that...
Tom Gibson
tom@...
Send Email
Sep 8, 2006
9:33 pm
Messages 790 - 819 of 1629   Oldest  |  < Older  |  Newer >  |  Newest
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