Dear Friends and colleagues,>>> >In the beginning of the New Year on behalf of Geoengineer E-group Moderator Team may I take this opportunity to say our...
FrameSolver 2D for Windows is the easiest and the quickest way to model and analyze planar frames, trusses, and multi span beams. Find more information from...
Dear Colleague, The Engineer's Job Market at Progressive Engineer, the online magazine and information source written in an easy-to-read style, has received...
Tom Gibson
tom@...
Jan 23, 2006 1:19 pm
686
Tom, Saw your message and I do have a excellent opportunity in Phoenix AZ. Senior Geotechnical Engineer, Office Manager leading to a Principal Level with a...
Bob, If you want to take a look at posting this in our Engineer's Job Market, look under "Advertising, Directory Listing, and Job Posting Information" on our...
Tom Gibson
tom@...
Jan 24, 2006 5:48 pm
688
Re: [Geoengineer Group] Construction Materials Testing Manager Neededsounds good. Thanks, Bob ... From: Tom Gibson To: Geoengineer@yahoogroups.com Sent:...
eNewsletter 2 The GEOENGINEER Newsletter Editor: Dimitris Zekkos A publication of the Geoengineer Website. http://www.geoengineer.org SPONSORS: To learn more...
Dear Colleague s I am a Phd student in Geotechnical Engineering in Tehran university. I will be so grateful if you help me with a problem I have encountered in...
A very well-respected geotech and environmental consulting company (in business for over 40 years and with more than 450 employees) is look to fill two...
Book script Dear Engineers I have been working on a professional guidance book to bear the following title. Buildings Practice Plants Facility Petrochemicals ...
A message from IEI SDG-Para 2 Personal Level Information Wed, 8 Feb 2006 20:55:27 +0530 From: "Cdr Poothia" <a.pooth@...> Add to Address BookYahoo! ...
I write to all of you with the intention of showing my interest and motivation in completing a three-to-four month summer internship within one of the leading...
Hi Can any body help in finding the load vs settlement for rough square footing using FLAC 3D. I am trying this for last several days but can not do that. Arup...
hi i think that for modelling the footing u have no problem. for modelling the rough face beetwin the footing and soil u can use the command "attach" for very...
"Dear friends, I am working on batter pile modeling with FLAC 3D and the beginning step I modeled batter pile with solid elements but the resulting stress ...
Professional Engineers Examination By IEI-A Response The following message was responded by the secretary & director general of IEI on a query by Eng Shah...
A-FacilitiesPetrochemicals.doc This is to inform all interested members of this group that a file with the following name has been loaded on the File portion...
Ministry of Law and Justice-Just for Information Ministry of Law and Justice is the oldest limb of the Government of India dating back to 1833 when the Charter...
Dear friends, I am working on batter pile modeling with FLAC 3D and the beginning step I modeled batter pile with solid elements but the resulting stress ...
Dear Engineers Concrete blocks are designated as 7N/mm^2 or 9 N/mm^2 etc. This is applicable for 200 mm , 150 mm & 100 mm hollow blocks. What does this imply...
A very well-respected geotech and environmental consulting company (in business for over 40 years and with more than 450 employees) is look to fill two...
To whom it may concern I am Morteza Esmaeili from Iran university of TEHTAN. I have recently terminated my PhD degree in geotechnical engineering in Tehran...
I'm sorry. My client requires at least 10 years working for a consulting company in New Jersey. I wish you good fortune. Akasha The Snowdon Group 5464 Three...
Dear Mr Akasha Ames I have 12 years work experience in geotechnical engineering. Truly:M.Esmaeili ... __________________________________________________ Do You...
Dear Engineers The following question was floated but I think it caused some communication problem "Concrete blocks are designated as 7N/mm^2 or 9 N/mm^2 etc....
There are load bearing and non-load bearing CHBs. What you are asking is actually dependent on the structural requirements in your design for your concrete...
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