Dear Colleagues: I am doing liquefaction analysis based from the paper of Seed, et.al. "Recent Advances on seismic soil liquefaction" In using the equation for...
Hi There are some empirical methods widely used in the pile driving industires (through less accurate). Some of the formulars are HIELY's, JANBU's, ENR...
This is a welcome development. It will go a long way to eliminating SPAM mails at source before mails reach members. I want to congratulate the three gentlemen...
Plese help me in the following topics a) Obtaining the strength parameter of overconsolidated sample from the test result of normally consolidated samples in...
dear geotechnical inquisites, i am preparing a college level presentation about "LOAD TRANSFER MECHANISM OF LATERALLY LOADED PILES" ... only static cases.......
Dear all A VERTICAL SHAFT OF 6.5M DIA IS UNDER CONSTRUCTION , THE PRESENT DEPTH OF THE SHAFT IS 26M AND THE FINAL DEPTH WILL BE 200MTS. VENTILLATION FANS ARE...
We are very pleased to announce the release of version 7 of our POLLUTE program. This program has taken over three years to develop and represents a major...
FYI: TC32, Committee on ENGINEERING PRACTICE OF RISK ASSESSMENT AND MANAGEMENT is calling for case histories in geotechnical engineering. For more information:...
I am enrolled in MS Geotechnical Engineering here in the Philippines (Mapua Institute of Technology). I would like to solicit advices and insights from you. I...
Dear every body I am working in a road project after completion of my Msc. course in Geotechnical engineering. we are going to construct a good gravel...
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Sujit, Before I contribute to your request, I want to know what informed the use of lime product for your stabilisation work. Is it that it is cheaper than ...
Dear all: I wrote a program in Visual basic under Excel enviroment. If anybody is interested in it please feel free to contact me so that I can email to you...
What purpose is this program for? Thanks ________________________________ From: jduan_98 [mailto:jduan_98@...] Sent: Saturday, December 04, 2004 2:13 AM ...
Dear Jiwei, I will be very happy to use your software by my students. It will be very kind of you If I can recieve a copy of software by email. With Best...
kindly send me a copy of your work sir. thanks.... please include also a background of your work so i could be able to know where in particular couls i use it....
Dear Jiwei; Hi, We think that it is better to put a copy of your sotware in .zip format in "Files" part directly at group. Any one interested in that software...
dear jiwei, it will be a great help to me if you send the eff.,stress software. can you share your thoughts in multilayer elastic analysis of flexible...
Hi Jiwei. What software do you have? Any way i am intersting to recieve it. Thank you. Sasha jduan_98 <jduan_98@...> wrote: Dear all: I wrote a program...
hi i am an delphi c++ programer i want to visit this program plz. thanks. Sasha Bar <sbaralex@...> wrote: Hi Jiwei. What software do you have? Any way i...
Dear Sirs, Recently, in the underground I work, we have some problems with rock burst, we are now 970 meters below the surface, our type of rock is generally 3...
Dear Sirs. I am designing a new bridge near Haifa Bay (Israel). The soil profile is the following: 0-19 [m]- very soft clay , SPT=1 19-25 [m]- sandy rock,...
Dear Sir Thank you for your response As far as the lime stabilisation is concern, we are trying to use it for the first time in our country. We are trying it...
Sujit, I got your reply and have the following contribution to make and I'm sure it will work. Now the purpose of soil stabilisation is to make the soil either...
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