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Reinforced soil method using the temporal variation of flow characteristics and consolidation characteristics of its own hard-plastic-like gel

机译:加筋土法利用其自身的硬塑料样凝胶的流动特性和固结特性随时间变化

摘要

PROBLEM TO BE SOLVED: To provide a reinforced earth method of placing fill of self-hardening/plastic gel containing slug obtained form industrial wastes, as a main ingredient.;SOLUTION: The reinforced earth method is implemented by alternately and repeatedly carrying out a step of piling up wall surface blocks 2 on each other in multiple layers, a step of filling the self-hardening/plastic gel on a rear side of the wall surface blocks 2 as the fill 3, and a step of laying a plurality of fill reinforcing materials 4 on the rear side of the wall surface blocks 2. Each wall surface block is formed so as to have a self-standing shape. The height of the wall surface blocks 2 piled up in a single piling procedure is set to a value that can withstand earth pressure of an injection amount of the fill 3 in the course of a single injection procedure. Further the injection amount of the fill 3 in the single procedure is set to a value that is equal to the piled-up height of the wall surface blocks 2 in the course of the single piling procedure. Then the fill formed 3 of the self-hardening/plastic gel containing slug (material S), a calcium-based powdery curing expression material (material C), and water (material W) as effective ingredients, is injected, and a fill reinforcing material 4 is laid on the fill 3 after hardening the same in every procedure.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:提供一种加筋土的方法,以放置填充自硬化/塑料凝胶中的填充物,该填塞剂包含从工业废料中获得的作为主要成分的块状;解决方案:加筋土的方法是通过交替重复执行一个步骤来实现的多层地彼此堆叠壁面砖2的步骤,在壁面砖2的后侧填充自硬化/塑料凝胶作为填充物3的步骤以及铺设多个填充补强物的步骤在壁面砖2的后侧上的材料4形成。每个壁面砖形成为具有自立的形状。将在一次打桩工序中堆积的壁面砖2的高度设定为在一次喷射工序中能够承受填充物3的喷射量的土压力的值。此外,在单个步骤中将填充物3的注入量设置为等于在单个堆积过程中壁表面块2的堆积高度的值。然后,注入包含块状材料(材料S),钙基粉末状固化表达材料(材料C)和水(材料W)作为有效成分的自硬化/塑料凝胶形成的填充物3,并进行填充增强在每个过程中将填充料3硬化后,将其放置在填充料3上。;版权所有:(C)2007,JPO&INPIT

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