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Construction method of subsidence measures ground and shake narrowing subsidence measures ground crowded rock

机译:沉降量地面的施工方法和振动变窄沉降量地面的拥挤岩石

摘要

PROBLEM TO BE SOLVED: To provide ground as a countermeasure against shaking-down settlement, which can keep solidification material milk consumption low and which can effectively suppress the shaking-down settlement of an area peripheral to an unliquefied layer structure and ground on the periphery of it, and a method for creating the ground as the countermeasure against the shaking-down settlement.;SOLUTION: A plurality of pile-type improvement bodies 1 are created in an unliquefied layer S12 of ground S1 as a countermeasure against shaking-down settlement. The pile-type improvement bodies 1 reach a base layer S11 over the unliquefied layer S12. A plurality of reinforcing improvement bodies 2 separated from one another in a depth direction are formed between the adjacent pile-type improvement bodies 1. The reinforcing improvement bodies 2 connect the adjacent pile-type improvement bodies 1 together.;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:提供地面作为对付沉降的对策,它可以使凝固材料的牛奶消耗降低,并且可以有效地抑制未液化层结构周围区域的沉降沉降以及在其周围的地面解决方案:解决方案:解决方案:在地面S1的未液化层S12中创建多个桩型改良体1作为解决沉降的对策。堆积型改良体1到达未液化层S12上的基底层S11。在相邻的桩型改进体1之间形成有在深度方向上彼此分离的多个加固改进体2。加固改进体2将相邻的桩型改进体1连接在一起。版权所有:(C)2012 ,JPO&INPIT

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