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