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Liquefaction countermeasure structure of the ground using the structure load

机译:利用结构荷载作用的地面液化对策结构

摘要

PROBLEM TO BE SOLVED: To provide a liquefaction countermeasure structure for soft subgrade, by which an effect of restraining liquefaction is large and a sufficient bearing capacity can be obtained, and which can restrict normal subsidence, while shortening a construction period and reducing costs by increasing a lattice interval of an underground structure.;SOLUTION: A subgrade liquefaction countermeasure structure includes an underground structure 6 which is constructed from an underground wall and formed in a lattice shape in a plan view, and a structure 2 which is constructed above the underground structure 6. The underground structure 6 is set in a position such that the depth position of the top part of the underground structure 6 does not contact with a structure bottom when a structure 20 subsides in an earthquake, and does not support the structure. A structure load transfer body is disposed in a subgrade 5 of which top face is in contact with the structure bottom and which is surrounded by the underground structure, and the structure 2 is not supported by the underground structure 6 and is supported by the subgrade 5 surrounded by the underground structure therebelow via the structure load transfer body 7. Thereby, the subgrade liquefaction countermeasure structure utilizes an effect of restraining liquefaction of subgrade shear deformation restriction by the underground wall and increase in an effective stress of the subgrade by the load of the structure, and strengthens the bearing capacity of the subgrade.;COPYRIGHT: (C)2014,JPO&INPIT
机译:要解决的问题:提供一种用于软土路基的液化对策结构,通过该结构可以抑制液化的效果大并且可以获得足够的承载力,并且可以限制正常下沉,同时可以缩短工期并通过增加成本来降低成本解决方案:路基液化对策结构包括:地下结构6,其由地下壁构造并在平面图中形成为格子状;以及结构2,其构造在地下结构上方。 6.将地下结构6设置在这样的位置,使得当结构20在地震中塌陷时,地下结构6的顶部的深度位置不与结构底部接触,并且不支撑该结构。结构荷载传递体设置在路基5中,路基5的顶面与结构底部接触并且被地下结构包围,并且结构2不由地下结构6支撑,而是由路基5支撑。路基液化对策结构通过构造物荷载传递体7在其下方被地下结构包围。因此,路基液化对策结构利用通过地下壁抑制路基剪切变形限制的液化并通过路基的荷载增加路基的有效应力的作用。结构,并增强路基的承载能力。;版权所有:(C)2014,日本特许厅&INPIT

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