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Messages 1001 - 1030 of 1629   Oldest  |  < Older  |  Newer >  |  Newest
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1001
Dear colleagues, the latest issue (#28) of the Geoengineer Newsletter has been published and is available for free at: ...
zekkos_gr
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May 2, 2007
8:00 am
1002
Execu-Tech is currently recruiting for several Geotechnical Engineering positions in the US. These positions are located in North Carolina, Atlanta, Florida,...
cal5690
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May 2, 2007
2:16 pm
1003
Dears, we are experiencing problems in materials. Now we start backfilling about 1 to 2 meters of Material, Class 2 ( 2c and 2 D )which is siltstone. How we...
G Hameed Khalil
gulfa2k
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May 2, 2007
10:59 pm
1004
Greetings colleagues, My name is Randy Post, and I am a geotechnical engineer at NCS Consultants, LLC (http://www.ncsconsultants.com) in Tucson, Arizona USA....
Randy
randallmatth...
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May 2, 2007
11:00 pm
1005
... what is the size of the material in use have u done any sieve have u done the proctor modified...
varasoo
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May 3, 2007
12:36 am
1006
Dear All, I am planning to relocate in any of the Middle Eastern countries (preferably in UAE). Could anyone help me to find/recommend a suitable job for me? I...
Shahab Khaled
fuchi_engg
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May 3, 2007
7:03 am
1007
Dear collogues I want to prepare a lecture, so I am searching for some new methods of soil modification and slope stability. You are requested to help me by...
Nariman Saeed
nsaeed2000
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May 4, 2007
6:54 am
1008
Try.. Keywords Method Felenius, Bishop, Janbu, Spencers, Corp of Engineers, Lowe-Karafiath, Sarma, FEM Morgenstern-Price (M-P) for slope stability Try.....
Ferry Hattawidian
biji2biji
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May 4, 2007
1:08 pm
1009
Yes, Proctor has been done, whic shows the Max Dry Densities = 1.76 to 1.8mg/m3 and Optimum Moisture content= 14 to 16 % Grades range is from 75 mm = 100 %...
gul khalil
gulfa2k
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May 4, 2007
1:14 pm
1010
This should be fairly easy to control. You know your optimum moisture content (about 15%), so try to keep the moisture of the fill to this +/- 2% (ie...
Ross Roberts
ross600932
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May 4, 2007
3:47 pm
1011
... to 1.8mg/m3 ... Passing Sieve ... achieve ... what is natural moisture content of the soil. if the soil is very wet use the hot air from the exhaust of...
varasoo
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May 5, 2007
3:21 pm
1012
Dears, If the Apparatus is calibrated by authenticated Lab, where the Machines itself has been Calibrated by themselves not from outside lab...Is it Viable. ...
G Hameed Khalil
gulfa2k
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May 5, 2007
11:43 pm
1013
Dear Sir, I am studing about Efect of noncontrol Impounding to Stability of earth dams. Can you help me or send me references about it? Thank you. ...
mehdi nasrollahi
s_m_nasrolla...
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May 7, 2007
1:57 pm
1014
Is it Imperative to do Insitu CBR for Villa PLateforms or its only advisable for Road sub-base? we are doing Densilty tests for Villa plateform, which is...
G Hameed Khalil
gulfa2k
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May 8, 2007
10:30 pm
1015
More accurate than what? density tests? If so you are comparing completely different tests. In-situ density tests and in-situ moisture content determination...
David Oliveira (Gmail)
dafo407
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May 9, 2007
6:39 am
1016
Bharat Mata Calling You For Your Service Please join the Intellectual Network www.hindtoday.com Dear All, Though it is not a suitable platform to discuss...
suraj singh
suraj_engineer
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May 9, 2007
6:40 am
1017
Requisition Number 07-0272 Date Posted 5/8/2007 Title Area Manager City Diamond Bar State CA Kleinfelder is a leading professional services firm in natural...
Lynn
lynn_in_hr
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May 9, 2007
10:02 pm
1018
Dear Colleagues: I have plan to have an investigation using a PCPT to investigate the sediment/sludge depth, settlement, etc. under the big water pond and ...
Yuda Nasution
Yuda_N
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May 11, 2007
1:56 am
1019
Pls,whats the full meaaning of the PCPT.or do you mean DCPT which means Dutch cone penetration test. Yuda Nasution <Yuda.Nasution@...> wrote: Dear...
oboho asanwana
obasaexploit
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May 12, 2007
9:34 pm
1020
Dear Oboho Asanwana and other colleagues: Thanks for the response. The PCPT is a Piezocone Peneteration Tests. It is different with DCPT. The PCPT test...
Yuda Nasution
Yuda_N
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May 13, 2007
3:10 am
1021
Yuda Relevant information is available in the book title with "CPT in Geotechnical Practice" by t.Lunne, P.K Robertson and J.J.M Powell. If you have access to...
Trevor Fernando
atfpap
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May 13, 2007
3:26 am
1022
Yuda... If you mean PCPT is CPTu i can give you the SOP, I have using CPTu at my current project i will gave you the example of SOP for this test if you ...
Ferry Hattawidian
biji2biji
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May 13, 2007
1:56 pm
1023
Trevor, Many Thanks for your info. I don't have book & paper that you advised below. Therefore, I do appreciate, if you can send me the relevant and related...
Yuda Nasution
Yuda_N
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May 13, 2007
1:57 pm
1024
Dear Colleagues, May I ask for any information (possibly online) leading to more understanding about Soil Stabilization using acrylic polymers. My particular...
ANGELITO MONTE
angelitomonte
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May 13, 2007
1:58 pm
1025
Yuda 1 of 2 Extracts are attached. I will send the paper in my next mail. First attempt to send all attachments together failed. Trevor ... From: Yuda...
Trevor Fernando
atfpap
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May 14, 2007
9:27 am
1026
Yuda 2 of 2 Brgds Trevor ... From: Yuda Nasution <Yuda.Nasution@...> To: Geoengineer@yahoogroups.com Sent: Sunday, 13 May, 2007 12:32:42 PM Subject:...
Trevor Fernando
atfpap
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May 14, 2007
9:27 am
1027
Pak Yuda... If you mean PCPT is CPTu i can give you the SOP, I have using CPTu at my current project i sent you the example of SOP for this test along with ...
Ferry Hattawidian
biji2biji
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May 14, 2007
2:42 pm
1028
Ferry & Trevor, Many Thanks! It will provide me great support, i.e. as a refrence to my project. Regards, Yuda Nasution ________________________________ From:...
Yuda Nasution
Yuda_N
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May 14, 2007
2:45 pm
1029
but i think you don't need to saturate the cone if you use it for offshore test.....
Ferry Hattawidian
biji2biji
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May 14, 2007
2:47 pm
1030
Hi Guys.. I need your suggestion, which reference book i should find for : 1. Specially for Designing sub-structure (in structural sides) including bored pile,...
Ferry Hattawidian
biji2biji
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May 15, 2007
7:19 am
Messages 1001 - 1030 of 1629   Oldest  |  < Older  |  Newer >  |  Newest
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