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ARTIFICIAL SHOAL OR DRY BEACH

机译:人工浅滩或干滩

摘要

PROBLEM TO BE SOLVED: To largely reduce construction cost, by reducing a scale of a ground improvement of a submerged bank part, in an artificial shoal or a dry beach of using dredge soil as an infilling material.SOLUTION: A reinforcement soil layer B is provided on the shore side of a submerged bank A, and the submerged bank A is constituted of submerged bank parts a1 and a2 of upper-lower two stages, and these submerged bank parts a1 and a2 are provided so that a part of a bottom surface of the submerged bank part a1 of the upper stage contacts with a top end surface of the submerged bank part a2 of the lower stage, and the reinforcement soil layer B is constituted of reinforcement soil smaller than unit volume mass in water of a component of a submerged bank A in unit volume mass in the water, and becoming 40 kN/mor more in uniaxial compressive strength after 28-day curing, and is provided by contacting with a residual part and a side surface of the bottom surface of the submerged bank part a1 of the upper stage and a side surface of the submerged bank part a2 of the lower stage.SELECTED DRAWING: Figure 1
机译:解决的问题:通过在使用浅挖土作为填充材料的人工浅滩或干滩中,通过减少淹没的河岸部分的地面改良规模来大大降低建筑成本。设置在淹没堤岸A的岸侧,淹没堤岸A由上下两级的淹没堤岸部a1和a2构成,并且这些淹没堤岸部a1和a2被设置为底面的一部分。上段淹没堤部分a1的下端与下段淹没堤部分a2的顶端表面接触,并且加筋土层B由小于a的成分的水中的单位体积质量的加筋土构成。浸没堤岸A在水中的单位体积质量,并且经过28天固化后单轴抗压强度提高40 kN / mor,并且是通过与浸没水池b底表面的残留部分和侧面接触而提供的上部的ak部分a1和下部的浸没堤岸部分a2的侧面图1

著录项

  • 公开/公告号JP2016191296A

    专利类型

  • 公开/公告日2016-11-10

    原文格式PDF

  • 申请/专利权人 JFE STEEL CORP;

    申请/专利号JP20160021479

  • 发明设计人 HONDA HIDEKI;YASHIKI TAHO;

    申请日2016-02-08

  • 分类号E02B3/18;A01K61;

  • 国家 JP

  • 入库时间 2022-08-21 14:45:55

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