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Consolidation construction for improving soft, unstable foundation

机译:固结施工以改善软弱,不稳定的基础

摘要

Consolidation construction for soft, unstable foundation for improving the bearing strength in order to fill earth thereon as in land reclaiming or to build structural construction thereon including dikes and roads. Examples of such unstable foundation requiring consolidation are: sea bottom with soft unsolid sedimentation heap as often referred to recently in Japan as HEDORO, muddy swamp land, layer of slimy industrial waste sludge of much water content and the like. Consolidation is effected on the spot by admixing hardening agent, such for instance as cement, with the slimy mud heap constituting the soft, unstable foundation. The construction is featured by a large number of consolidated walls juxtaposed one after another, each extending along the direction coinciding with the direction in which the maximum sliding, shearing rupture stress appears under the gravity load of the superstructure, namely the fill-soil or the edifice, built on the soft, unstable foundation improved by this consolidation construction; and ensures dynamically very stable consolidation effect, with quite large bearing strengths both for the vertical gravity load from the above and for the sliding, shearing rupture stress.
机译:加固软弱的地基的固结结构,以提高承载强度,以便像开垦土地一样在其上填土,或在其上建造包括堤防和道路的结构。这种需要夯实的不稳定地基的例子有:具有软的,不牢固的沉淀堆的海底,最近在日本经常被称为HEDORO;泥泞的沼泽地;含水量很大的粘稠的工业废渣层等等。通过混合硬化剂(例如水泥)在现场进行固结,而粘稠的泥浆构成柔软,不稳定的基础。该结构的特点是大量固结的墙相互并列,每条墙的延伸方向与在上部结构(即填充土或土层)的重力载荷下出现最大滑动剪切剪切应力的方向一致。建筑物,建立在软弱,不稳定的基础上,并通过这种加固结构得以改善;并确保动态非常稳定的固结效果,对于来自上方的垂直重力载荷和滑动,剪切断裂应力均具有相当大的承载强度。

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