Temporary guidelines for the design and construction of foundations from pyramidal piles
Временные указания по проектированию и устройству фундаментов из пирамидальных свай
Status: Reference materials, MP, TPR
The instructions apply to pile foundations from driven, short, hanging pyramidal piles, arranged in the foundations of buildings and structures with folded soils: sandy, sandy-silty, sandy with a thickness of at least 3 m, underlain with a layer of silt, tape clay, loess type I by subsidence, loess saturated with water, clays, loams, sandy loams of various genesis, bulk soils at least 10 years old
Указания распространяются на свайные фундаменты из забивных, коротких, висячих пирамидальных свай, устраиваемых в основаниях зданий и сооружений сложенными грунтами: песчаными, песчано-илистыми, песчаными мощностью не менее 3 м, подстилаемыми слоем ила, ленточными глинами, лессовыми I типа по просадочности, лессовыми насыщенными водой, глинами, суглинками, супесями разного генезиса, насыпными грунтами возрастом не менее 10 лет
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Format: Electronic (pdf/doc)
Approved: State Committee of the Council of Ministers of the Ukrainian SSR for Construction,
3/16/1971
SKU: RUSS371864
The Product is Contained in the Following Classifiers:
Construction (Max) »
Reference documents »
Policy letters, regulations, recommendations, etc. »
The Document References:
GOST 10628-63: Piles of prefabricated reinforced concrete of square section
SNiP II-B.1-62: Foundations of buildings and structures. Design Standards
SNiP II-B.5-67: Pile Foundations. Design Standards
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