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ROAD EMBANKMENT BUILT ON PERMAFROST GROUND

机译:永久冻土地面上的路堤

摘要

FIELD: building, particularly for constructing road embankments on permafrost ground bases.;SUBSTANCE: road embankment comprises embankment body laid on natural ground surface, ballast section formed on the main embankment area and heat insulation layer. Road embankment has side auxiliary ground bodies with heights of not less than 0.3 m and Bb widths located within the boundaries of the main embankment area, slopes thereof and on horizontal area of natural ground surface at embankment slope base from ballast section sides. Heat insulation layer with Rh thermal resistance is located on leveling layer of dry frozen sand immediately under side auxiliary ground body. Bb is determined from specified condition.;EFFECT: increased stability and durability of embankment built on permafrost ground under heavy drift-snow transport conditions, simplified perennial technology of building thereof and extended range or local permafrost ground application.;3 cl, 5 dwg
机译:领域:建筑物,特别是用于在永久冻土地基上建造路堤的建筑物;物质:路堤包括铺设在自然地面上的路堤主体,在主路堤区域上形成的压载段和隔热层。道路路堤具有高度不小于0.3 m的侧部辅助地面主体,且B b 宽度位于主路堤区域,其坡度以及路堤斜坡底部自然地表水平区域的边界内从压载部分两侧。具有R h 热阻的隔热层位于干燥的冻砂的找平层上,位于侧面辅助地面的正下方。 B b 是根据特定条件确定的;效果:在多年漂移雪运输条件下,多年冻土地面上筑筑的路堤的稳定性和耐久性得到提高,简化了多年生建筑技术,并扩大了范围或局部多年冻土地面应用。; 3厘升,5载重吨

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