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Prediction event ISSMGE TC212, Bolivia, 27-29 Nisan 2017

Değerli ZMGM Derneği Üyeleri,
ISSMGE TC212 "Deep Foundations" teknik komitesinin bir etkinliği olarak 27-29 Nisan 2017 tarihleri arasında Bolvia'da gerçekleştirilecek olan Kazık Davranış Tahmin Etkinliği ile ilgili detaylı bilgiyi linkteki dökümandan ve aşağıda verilen Prof.Bengt Fellenius'un yazısından inceleyebilirsiniz.

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Müge İnanır
Genel Sekreter | ZMGM Derneği Yönetim Kurulu

 
January 8, 2017
 
Hello all,
 
I believe you will be interested in taking a look at the Pile Prediction event that I am in the process of organizing in connection with the forthcoming 3rd CFPB in Santa Cruz, Bolivia,(www.cfpbbolivia.com) scheduled for April 27 - 29. The evnt comprises a series of static loading pile tests at the ISSMGE TC212 B.E.S.T. site. I have described the details of the site, tests, and prediction submission in the attached document. I hope that you will be interested in submitting a prediction and, also, that you will give me a hand with spreading the news by disseminating the invitation amongst those on your own contact list. (Some of the addresses I direct this message to may also be included on such lists. I apologize if you are bothered by receiving more than one copy of the message).
 
Four single piles of the same embedment length, 9.5 m, are included in the prediction event. The piles differ in width and type: a 620-mm bored pile, a 450-mm CFA-pile, a 450-mm FDP pile, and a 220-mm FDP pile. The latter has a an Expander Base (EBI) at the pile toe that is inflated to 300-mm diameter after the pile is constructed. The soil profile consists of a silty compact sand and has been explored using conventional boreholes (SPT) with lab tests, CPTU-soundings, Pressuremeter test, and Dilatometer tests. People who register intent to submit predictions on the pile-head load-movement curves and capacity for each test will receive a Prediction Package that will contain all necessary soil and pile information.
 
A loading test will also be carried out on a pile group consisting of thirteen 220-mm diameter FDP piles at 3 diameter c/c joined with a rigid pile cap. The prediction participants are asked to predict the response of the center pile and a corner pile.
 
The prediction effort is a part of a large field study involving soil in-situ exploration tests, head-down and bidirectional pile tests, and dynamic pile tests to demonstrate the state-of-the art and practice of analysis of the response and design of single piles and pile groups with regard to settlement and load distribution.
 
I will send the prediction package that includes site and soil information and submission template to all who register intent to submit a prediction at:
 
{https://secure.webforum.com/form/cfpbolivia/form.asp?sid=709626496},
 
Best regards,
Bengt H. Fellenius, Dr.Tech., P.Eng.
2475 Rothesay Avenue
Sidney, BC, Canada
V8L 2B9
e-address: <Bengt@Fellenius.net>
Web site: [www.Fellenius.net]
 
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