The Estonian Concrete Association is organising for the first time a training course on cast-in-situ concrete piles.<\/p>\n\n\n\n
The training \u201cConstruction, calculation and design of cast-in-situ concrete piles\" will be held on November 13 at Tallinn Construction School.<\/p>\n\n\n\n
The training course is targeted to construction designers, builders, supervisory engineers and concrete manufacturers.<\/p>\n\n\n\n
PROGRAMME:<\/p>\n\n\n\n
10.30<\/strong> Registration and morning coffee<\/p>\n\n\n\n 11.00<\/strong> Introduction 11.20<\/strong> Practice of cast-in-situ piles construction in Estonia Kelly-drilled bored piles. Casing-supported borehole, clay-based solution insulated borehole, use of an oscillator. CFA piles, bored pile retaining walls, by using CCFA method. 12.50<\/strong> Lunch<\/p>\n\n\n\n 13.50<\/strong> Strength of concrete at cast-in-situ piles 14.10<\/strong> Geological engineering surveys 14.40<\/strong> Calculation and design of cast-in-situ piles 15.40<\/strong> Discussion, suggestions for further action<\/p>\n\n\n\n 16.00<\/strong> End of the training<\/p>\n\n\n\n The participants will receive 5,0 t\u00e4iend\u00f5ppe punkti<\/strong>. Tasuta l\u00f5unas\u00f6\u00f6k kooli s\u00f6\u00f6klas ja parkimine kohtade olemasolul kooli parklas.<\/p>\n\n\n\n Osalemise eelduseks on registreerumine hiljemalt 7. novembriks 2019. Registreeumiseks tuleb saata registreerumisvorm (mis on leitav here<\/a>to the e-mail address betoon@betoon.org<\/a>.<\/strong><\/p>\n\n\n\n Participation fee: 65 \u20ac<\/strong>, for the members of the Estonian Concrete Association: 45 \u20ac<\/strong>VAT will be added to the price.<\/p>\n\n\n\n Read more: The Estonian Concrete Association is organizing for the first time a training course on cast-in-situ concrete piles. The training \u201cConstruction, calculation and design of cast-in-situ concrete piles\" will be held on November 13 at Tallinn Construction School. The training course is targeted to construction designers, builders, supervisory...<\/p>","protected":false},"author":8,"featured_media":9456,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"pgc_sgb_lightbox_settings":"","footnotes":""},"categories":[230],"tags":[],"class_list":["post-13359","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-230"],"acf":[],"_links":{"self":[{"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/posts\/13359","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/users\/8"}],"replies":[{"embeddable":true,"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/comments?post=13359"}],"version-history":[{"count":5,"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/posts\/13359\/revisions"}],"predecessor-version":[{"id":16363,"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/posts\/13359\/revisions\/16363"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/media\/9456"}],"wp:attachment":[{"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/media?parent=13359"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/categories?post=13359"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/betoonelement.ee\/en\/wp-json\/wp\/v2\/tags?post=13359"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
Classification, terminology and definitions of cast-in-situ piles
Clarification of the problem with cast-in-situ piles made without reinforcement Chaired by: Riho Pras<\/strong><\/p>\n\n\n\n
Technical capabilities of cast-in-situ piles
Displacement piles.
Work platform requirements for a drilling machine Veikko Vapper<\/strong><\/p>\n\n\n\n
Advantages and disadvantages of the method. On materials. Kristjan Jassik<\/strong><\/p>\n\n\n\n
Advantages and disadvantages of different methods. On materials.
Pile load tests.
Experience in geological engineering surveys.
Pile integrity testing. Martin Vaga<\/strong><\/p>\n\n\n\n
Margin factors and resulting computational strength.
Real-time evolution of concrete strength. Peeter Paane<\/strong> and Riho Oras<\/strong><\/p>\n\n\n\n
Geological engineering surveys to calculate the pile load capacity and the volume of surveys required. Pile geotechnical capacity calculation. Lehar Leetsaar<\/strong><\/p>\n\n\n\n
Calculation and design of cast-in-situ piles as concrete elements according to EVS-EN 1992 1-1 \u201cEurocode 2: Design of concrete structures\u201d Johannes Pello<\/strong><\/p>\n\n\n\n
Phone: 648 1918
e-mail: betoon@betoon.org<\/a>
http:\/\/www.betoon.org<\/a><\/p>","protected":false},"excerpt":{"rendered":"